Modeling a Composite Slot Cross-Section for Torsional Analysis

Size: px
Start display at page:

Download "Modeling a Composite Slot Cross-Section for Torsional Analysis"

Transcription

1 Modeling a Composite Slot Cross-Section for Torsional Analysis The cross-section in question is shown below (see also p. 432 in the textbook). Due to double symmetry, only one-quarter of the cross-section will be modeled as shown below. 1 V. N. Kaliakin

2 To creat this model using PATRAN requires the following actions. Start the PATRAN application. Create a suitable new database (journal) file (e.g. filled_slot.db) in which to record all commands and actions. Click on the Geometry icon. Using Create -> Points -> XYZ, define the coordinates of the nine (9) points shown above. These are used to describe the four (4) recatngular regions that the domain is divided into. Using Create -> Curve -> 2 Point, define the following straight lines:1-2, 2-5,5-4,4-1, 2-3,3-6, 6-5, 5-8, 8-7, 7-4, 6-9, and 9-8. Using Create -> Surface -> Edge -> 4 Edge, create the following four (4) surfaces: surface 1 (curve 1, curve 2, curve 3, curve 4), surface 2 (curve 5, curve 6, curve 7, curve 2), surface 3 (curve 7, curve 11, curve 12, curve 8), surface 4 (curve 3, curve 8, curve 9, curve 10). Note that the curves are selected sequentially (in this case counterclockwise). Click on the Elements icon. Using Create -> Mesh Seed -> Uniform, proceed to define the number of elements desired along given curves (lines) in the various surfaces. In prticular, 3 elements along curve 1, 3 elements along curve 9, 4 elements along curve 10, 6 elements along curve 4, and 8 elements along curves 5 and 12. Using Create -> Mesh -> Surface, create the meshes in surface 1, surface 2, surface 3, and finally in surface 4. In this case quad4 (linear quadrilateral elements have been selected). Since four separate rectangular surfaces have been meshed, duplicate nodes have been created at the same location along common surface boundaries. To condense these common nodes (i.e., do delete unnecessary duplicate nodes) select the Equivalence -> All -> Tolerance Cube command with the default tolerance and press Apply. To next optimize the nodal numbering, select the Optimize -> Nodes -> Cuthill- McKee command with the Profile radio button selected (UD_scalar emplys a profile solver) and press Apply. A window will pop up with the old and new bandwidth, profile, etc. displayed. Close this window by presssing OK. Click on the Loads/BCs icon. Using Create -> Temperature -> Nodal, decsribe the homogeneous essential specificatiosn aloing the external boundary. In particular, choose a New Set Name (e.g., external_boundary). Next press the Input Data button and enter a value of 0.0 for Temperature and press OK. Press the Select Application Region button and select curves 6, 9, 11 and 12. Press the OK button. Once back in the main menu, press Apply. Some red markers will next appear at vertex nodes along the chosen boundary. 2 V. N. Kaliakin

3 Click on the Properties icon. Create -> 2D -> Shell, decsribe and apply the two material types to the appropriate surfaces. In particular, enter a Proprty Set Name (e.g., material_1). Then press the Input Proerties button and fill in the material name and thickness (equal to 1.0) and press OK. Then proceed to Select Members and choose the appropriate surfaces (surfaces 2, 3, 4 for material 1). Press Apply. Repeat this procedure for the second material (applicable to surface 1). Next write the Patran neutral file by going to the File menu and scrolling down to Export. Make sure that the format selected is indeed a neutral file and then name the file (e.g., filled_slot.out) and save it to an appropriate directory. The neutral file must next be translated to UD_scalar format. To do this run the pat2ud_scalar program. The input file asked for should be the Patran neutral file (e.g., filled_slot.out). The output file name supplied must be something different from the filename used for the neutral file (e.g., filled_slot.dat). The resulting data file (e.g., filled_slot.dat) requires a bit of editing before it can be analyzed using UD_scalar. In particular, Check that the proper element type has been specified in the ELEMENT commands appearing in the input file filled_slot.dat The number of elements needs to be properly specified in the DIMENSION command block. Although the number of elements is given in the translated file, the proper DIMENSION command must reflect the proper type of element used (in this case four-node quadrilateral elements). As such, the following command must be supplied: DIMENSION MAX QS4 110, where the total number of elements (110) value was provided by Patran. The number of material descriptions must also be specified in the DIMENSION command block. Since two different materials are used in the model, it follows that the following command must be supplied: DIMENSION MAX scalar_1 2 The heat source and material descriptions must next follow the FINISHED SETTINGS command. The former is equal to the product 2GQ, while the latter must describe an identity coefficient matrix. Since two different materials are used in the model, it follows that the following command must be supplied: scalar source number 1 source_ scalar source number 2 source_ V. N. Kaliakin

4 ! scalar conduc constant number 1 & desc "this is material #1" k k scalar conduc constant number 2 & desc "this is material #2" k k For brevity, the input file associated with a 20-element mesh is shown on the next page (NOTE: some lines of input have been wrapped by the word processing software). 4 V. N. Kaliakin

5 ana title "torsion of a 'slot' cross-section" ana title "with TWO different materials" ana title "20 element mesh of QS4 elements"! ANALYSIS ACTION ANALYZE ANALYSIS IDEALIZATION PLANE_STRAIN ANALYSIS TEMPORAL STATIC! ECHO WARNINGS OFF! dim max scalar_1 2 dim max nodes = 30 dim max qs4 = 20! FINISHED SETTINGS! scalar source number 1 source_ ! scalar source number 2 source_ ! scalar conduc constant number 1 & desc "this is material #1" k k22 1.0! scalar conduc constant number 2 & desc "this is material #2" k k22 1.0! NODES LINE NUMBER 1 x1 x E+00 x3 NODES LINE NUMBER 2 x E-01 x E+00 x3 NODES LINE NUMBER 3 x E+00 x E+00 x3 NODES LINE NUMBER 4 x E+00 x E+00 x3 NODES LINE NUMBER 5 x E+00 x E+00 x3 NODES LINE NUMBER 6 x1 x E+00 x3 NODES LINE NUMBER 7 x E-01 x E+00 x3 NODES LINE NUMBER 8 x E+00 x E+00 x3 NODES LINE NUMBER 9 x E+00 x E+00 x3 NODES LINE NUMBER 10 x E+00 x E+00 x3 NODES LINE NUMBER 11 x1 x E+00 x3 NODES LINE NUMBER 12 x1 x E+00 x3 NODES LINE NUMBER 13 x1 x E+00 x3 NODES LINE NUMBER 14 x1 x2 x3 NODES LINE NUMBER 15 x E-01 x E+00 x3 5 V. N. Kaliakin

6 NODES LINE NUMBER 16 x E+00 x E+00 x3 NODES LINE NUMBER 17 x E+00 x E+00 x3 NODES LINE NUMBER 18 x E+00 x E+00 x3 NODES LINE NUMBER 19 x E-01 x E+00 x3 NODES LINE NUMBER 20 x E-01 x E+00 x3 NODES LINE NUMBER 21 x E-01 x2 x3 NODES LINE NUMBER 22 x E+00 x E+00 x3 NODES LINE NUMBER 23 x E+00 x E+00 x3 NODES LINE NUMBER 24 x E+00 x E+00 x3 NODES LINE NUMBER 25 x E+00 x E+00 x3 NODES LINE NUMBER 26 x E+00 x2 x3 NODES LINE NUMBER 27 x E+00 x E+00 x3 NODES LINE NUMBER 28 x E+00 x E+00 x3 NODES LINE NUMBER 29 x E+00 x2 x3 NODES LINE NUMBER 30 x E+00 x2 x3! ELEM SCALAR TYPE QS4 SCALAR 2 NODES ELEM SCALAR TYPE QS4 SCALAR 2 NODES ELEM SCALAR TYPE QS4 SCALAR 2 NODES ELEM SCALAR TYPE QS4 SCALAR 2 NODES ELEM SCALAR TYPE QS4 SCALAR 2 NODES ELEM SCALAR TYPE QS4 SCALAR 2 NODES ELEM SCALAR TYPE QS4 SCALAR 1 NODES ELEM SCALAR TYPE QS4 SCALAR 1 NODES ELEM SCALAR TYPE QS4 SCALAR 1 NODES ELEM SCALAR TYPE QS4 SCALAR 1 NODES ELEM SCALAR TYPE QS4 SCALAR 1 NODES ELEM SCALAR TYPE QS4 SCALAR 1 NODES ELEM SCALAR TYPE QS4 SCALAR 1 NODES ELEM SCALAR TYPE QS4 SCALAR 1 NODES ELEM SCALAR TYPE QS4 SCALAR 1 NODES ELEM SCALAR TYPE QS4 SCALAR 1 NODES ELEM SCALAR TYPE QS4 SCALAR 1 NODES ELEM SCALAR TYPE QS4 SCALAR 1 NODES ELEM SCALAR TYPE QS4 SCALAR 1 NODES ELEM SCALAR TYPE QS4 SCALAR 1 NODES ! SPEC CONC SCALAR NODE 1 PHI VALUE SPEC CONC SCALAR NODE 2 PHI VALUE SPEC CONC SCALAR NODE 3 PHI VALUE SPEC CONC SCALAR NODE 4 PHI VALUE SPEC CONC SCALAR NODE 5 PHI VALUE 6 V. N. Kaliakin

7 SPEC CONC SCALAR NODE 10 PHI VALUE SPEC CONC SCALAR NODE 18 PHI VALUE SPEC CONC SCALAR NODE 24 PHI VALUE SPEC CONC SCALAR NODE 28 PHI VALUE SPEC CONC SCALAR NODE 30 PHI VALUE! FINISHED DATA! SOLUTION TIME FINAL 1.0 INCR 1 OUTPUT 1:10:1! FINISHED LOADING! A plot of the mesh, obtained using Tecplot, is shown below. The results obtained analyzing the above data by the ud_scalar computer program are given on the following page (NOTE: some lines of input have been wrapped by the word processing software). 7 V. N. Kaliakin

8 _/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/ _/ _/ _/ ud_scalar: version 1.00: _/ _/ _/ _/ _/ _/ DATE OF ANALYSIS :: day:16 month:03 year:10 _/ _/ _/ _/ ANALYSIS INITIATED AT TIME :: 15:11:38 _/ _/ _/ _/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/_/ data file translated from PATRAN neutral file using PAT2UD_SCALAR version 1.0 P3/PATRAN Neutral File from: C:\filled_slot.db neutral file creation date: 10-Mar-08 neutral file creation time: 14:13:19 PATRAN release number: 3.0 torsion of a 'slot' cross-section with TWO different materials 80 element mesh of QS4 elements ====================================================================== D Y N A M I C S T O R A G E A L L O C A T I O N ====================================================================== Largest NODE number which can used in the mesh = 99 Max. no. of CONSTANT scalar conductivity idealizations = 2 Max. no. of 4-node quad. "scalar" (QS4) elements = 80 ====================================================================== = G E N E R A L A N A L Y S I S I N F O R M A T I O N = ====================================================================== --> analysis with SCALAR primary dependent variables shall be performed --> TWO-DIMENSIONAL solution domain assumed (PLANE STRAIN idealization) --> solver type used : SKYLINE --> storage type : SYMMETRIC --> "Isoparametric" mesh generation scheme used --> LINEAR analysis ====================================================================== = S C A L A R M A T E R I A L P A R A M E T E R S = 8 V. N. Kaliakin

9 ====================================================================== --> idealization no.: 1 ~~~~~~~~~~~~~~~ type : constant scalar conductivity coefficients info. : this is material #1 "Conductivities" (material parameters) : k_11 = 1.000E+00 k_12 = 0.000E+00 k_13 = 0.000E+00 k_22 = 1.000E+00 k_23 = 0.000E+00 k_33 = 1.000E+00 source term S_1 = 9.600E+03 source term S_2 = 0.000E+00 --> idealization no.: 2 ~~~~~~~~~~~~~~~ type : constant scalar conductivity coefficients info. : this is material #2 "Conductivities" (material parameters) : k_11 = 1.000E+00 k_12 = 0.000E+00 k_13 = 0.000E+00 k_22 = 1.000E+00 k_23 = 0.000E+00 k_33 = 1.000E+00 source term S_1 = 4.800E+03 source term S_2 = 0.000E+00 ====================================================================== = N O D A L C O O R D I N A T E S = ====================================================================== 1 x1 = 3.000E+00 x2 = 4.000E+00 2 x1 = 2.500E+00 x2 = 4.000E+00 3 x1 = 2.000E+00 x2 = 4.000E+00 4 x1 = 1.500E+00 x2 = 4.000E+00 5 x1 = 1.000E+00 x2 = 4.000E+00 6 x1 = 7.500E-01 x2 = 4.000E+00 7 x1 = 5.000E-01 x2 = 4.000E+00 8 x1 = 2.500E-01 x2 = 4.000E+00 9 x1 = 0.000E+00 x2 = 4.000E x1 = 3.000E+00 x2 = 3.750E x1 = 2.500E+00 x2 = 3.750E x1 = 2.000E+00 x2 = 3.750E x1 = 1.500E+00 x2 = 3.750E x1 = 1.000E+00 x2 = 3.750E x1 = 7.500E-01 x2 = 3.750E x1 = 5.000E-01 x2 = 3.750E x1 = 2.500E-01 x2 = 3.750E x1 = 0.000E+00 x2 = 3.750E x1 = 3.000E+00 x2 = 3.500E x1 = 2.500E+00 x2 = 3.500E x1 = 2.000E+00 x2 = 3.500E x1 = 1.500E+00 x2 = 3.500E x1 = 1.000E+00 x2 = 3.500E x1 = 7.500E-01 x2 = 3.500E x1 = 5.000E-01 x2 = 3.500E+00 9 V. N. Kaliakin

10 26 x1 = 2.500E-01 x2 = 3.500E x1 = 0.000E+00 x2 = 3.500E x1 = 3.000E+00 x2 = 3.250E x1 = 2.500E+00 x2 = 3.250E x1 = 2.000E+00 x2 = 3.250E x1 = 1.500E+00 x2 = 3.250E x1 = 1.000E+00 x2 = 3.250E x1 = 7.500E-01 x2 = 3.250E x1 = 5.000E-01 x2 = 3.250E x1 = 2.500E-01 x2 = 3.250E x1 = 0.000E+00 x2 = 3.250E x1 = 3.000E+00 x2 = 3.000E x1 = 2.500E+00 x2 = 3.000E x1 = 2.000E+00 x2 = 3.000E x1 = 1.500E+00 x2 = 3.000E x1 = 1.000E+00 x2 = 3.000E x1 = 7.500E-01 x2 = 3.000E x1 = 5.000E-01 x2 = 3.000E x1 = 2.500E-01 x2 = 3.000E x1 = 0.000E+00 x2 = 3.000E x1 = 3.000E+00 x2 = 2.500E x1 = 2.500E+00 x2 = 2.500E x1 = 2.000E+00 x2 = 2.500E x1 = 1.500E+00 x2 = 2.500E x1 = 1.000E+00 x2 = 2.500E x1 = 7.500E-01 x2 = 2.500E x1 = 5.000E-01 x2 = 2.500E x1 = 2.500E-01 x2 = 2.500E x1 = 0.000E+00 x2 = 2.500E x1 = 3.000E+00 x2 = 2.000E x1 = 3.000E+00 x2 = 1.500E x1 = 3.000E+00 x2 = 1.000E x1 = 3.000E+00 x2 = 5.000E x1 = 3.000E+00 x2 = 0.000E x1 = 2.500E+00 x2 = 2.000E x1 = 2.000E+00 x2 = 2.000E x1 = 1.500E+00 x2 = 2.000E x1 = 1.000E+00 x2 = 2.000E x1 = 7.500E-01 x2 = 2.000E x1 = 5.000E-01 x2 = 2.000E x1 = 2.500E-01 x2 = 2.000E x1 = 0.000E+00 x2 = 2.000E x1 = 2.500E+00 x2 = 1.500E x1 = 2.500E+00 x2 = 1.000E x1 = 2.500E+00 x2 = 5.000E x1 = 2.500E+00 x2 = 0.000E x1 = 2.000E+00 x2 = 1.500E x1 = 1.500E+00 x2 = 1.500E x1 = 1.000E+00 x2 = 1.500E x1 = 7.500E-01 x2 = 1.500E x1 = 5.000E-01 x2 = 1.500E x1 = 2.500E-01 x2 = 1.500E x1 = 0.000E+00 x2 = 1.500E x1 = 2.000E+00 x2 = 1.000E x1 = 2.000E+00 x2 = 5.000E x1 = 2.000E+00 x2 = 0.000E x1 = 0.000E+00 x2 = 1.000E x1 = 0.000E+00 x2 = 5.000E x1 = 0.000E+00 x2 = 0.000E x1 = 1.500E+00 x2 = 1.000E x1 = 1.000E+00 x2 = 1.000E x1 = 7.500E-01 x2 = 1.000E x1 = 5.000E-01 x2 = 1.000E V. N. Kaliakin

11 89 x1 = 2.500E-01 x2 = 1.000E x1 = 1.500E+00 x2 = 5.000E x1 = 1.500E+00 x2 = 0.000E x1 = 2.500E-01 x2 = 5.000E x1 = 2.500E-01 x2 = 0.000E x1 = 1.000E+00 x2 = 5.000E x1 = 7.500E-01 x2 = 5.000E x1 = 5.000E-01 x2 = 5.000E x1 = 1.000E+00 x2 = 0.000E x1 = 5.000E-01 x2 = 0.000E x1 = 7.500E-01 x2 = 0.000E+00 ====================================================================== = E L E M E N T I N F O R M A T I O N = ====================================================================== --> number : 1 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 2 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 3 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 4 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 5 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 6 (type : QS4 ) (kind : SCALAR ) 11 V. N. Kaliakin

12 ~~~~~~ nodes : > number : 7 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 8 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 9 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 10 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 11 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 12 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 13 (type : QS4 ) (kind : SCALAR ) 12 V. N. Kaliakin

13 ~~~~~~ nodes : > number : 14 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 15 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 16 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 17 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 18 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 19 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 20 (type : QS4 ) (kind : SCALAR ) 13 V. N. Kaliakin

14 ~~~~~~ nodes : > number : 21 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 22 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 23 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 24 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 25 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 26 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 27 (type : QS4 ) (kind : SCALAR ) 14 V. N. Kaliakin

15 ~~~~~~ nodes : > number : 28 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 29 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 30 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 31 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 32 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 33 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 34 (type : QS4 ) (kind : SCALAR ) 15 V. N. Kaliakin

16 ~~~~~~ nodes : > number : 35 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 36 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 37 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 38 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 39 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 40 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 41 (type : QS4 ) (kind : SCALAR ) 16 V. N. Kaliakin

17 ~~~~~~ nodes : > number : 42 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 43 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 44 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 45 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 46 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 47 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 48 (type : QS4 ) (kind : SCALAR ) 17 V. N. Kaliakin

18 ~~~~~~ nodes : > number : 49 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 50 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 51 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 52 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 53 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 54 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 55 (type : QS4 ) (kind : SCALAR ) 18 V. N. Kaliakin

19 ~~~~~~ nodes : > number : 56 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 57 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 58 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 59 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 60 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 61 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 62 (type : QS4 ) (kind : SCALAR ) 19 V. N. Kaliakin

20 ~~~~~~ nodes : > number : 63 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 64 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 65 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 66 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 67 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 68 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 69 (type : QS4 ) (kind : SCALAR ) 20 V. N. Kaliakin

21 ~~~~~~ nodes : > number : 70 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 71 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 72 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 73 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 74 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 75 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 76 (type : QS4 ) (kind : SCALAR ) 21 V. N. Kaliakin

22 ~~~~~~ nodes : > number : 77 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 78 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 79 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : > number : 80 (type : QS4 ) (kind : SCALAR ) ~~~~~~ nodes : ====================================================================== = N O D E P O I N T S P E C I F I C A T I O N S = ====================================================================== Node ( c o o r d i n a t e s ) Number s p e c i f i c a t i o n: ~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~ 1 : ( x1 = 3.000E+00, x2 = 4.000E+00 ) 2 : ( x1 = 2.500E+00, x2 = 4.000E+00 ) 3 : ( x1 = 2.000E+00, x2 = 4.000E+00 ) 22 V. N. Kaliakin

23 4 : ( x1 = 1.500E+00, x2 = 4.000E+00 ) 5 : ( x1 = 1.000E+00, x2 = 4.000E+00 ) 6 : ( x1 = 7.500E-01, x2 = 4.000E+00 ) 7 : ( x1 = 5.000E-01, x2 = 4.000E+00 ) 8 : ( x1 = 2.500E-01, x2 = 4.000E+00 ) 9 : ( x1 = 0.000E+00, x2 = 4.000E+00 ) 10 : ( x1 = 3.000E+00, x2 = 3.750E+00 ) 19 : ( x1 = 3.000E+00, x2 = 3.500E+00 ) 28 : ( x1 = 3.000E+00, x2 = 3.250E+00 ) 37 : ( x1 = 3.000E+00, x2 = 3.000E+00 ) 46 : ( x1 = 3.000E+00, x2 = 2.500E+00 ) 55 : ( x1 = 3.000E+00, x2 = 2.000E+00 ) 56 : ( x1 = 3.000E+00, x2 = 1.500E+00 ) 57 : ( x1 = 3.000E+00, x2 = 1.000E+00 ) 58 : ( x1 = 3.000E+00, x2 = 5.000E-01 ) 59 : ( x1 = 3.000E+00, x2 = 0.000E+00 ) ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ end of mathematical model data ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ====================================================================== = E L E M E N T F L U X E S = ====================================================================== --> element 1 ( type = QS4 ) : [ 23 V. N. Kaliakin

24 @(x1 = 1.250E-01, x2 = 2.500E-01 ) : flux_1 = 3.369E+02 ; flux_2 = 5.229E+02 --> element 2 ( type = QS4 ) : = 1.250E-01, x2 = 7.500E-01 ) : flux_1 = 3.212E+02 ; flux_2 = 1.600E+03 --> element 3 ( type = QS4 ) : = 1.250E-01, x2 = 1.250E+00 ) : flux_1 = 2.904E+02 ; flux_2 = 2.771E+03 --> element 4 ( type = QS4 ) : = 1.250E-01, x2 = 1.750E+00 ) : flux_1 = 2.476E+02 ; flux_2 = 4.091E+03 --> element 5 ( type = QS4 ) : = 1.250E-01, x2 = 2.250E+00 ) : flux_1 = 2.008E+02 ; flux_2 = 5.595E+03 --> element 6 ( type = QS4 ) : = 1.250E-01, x2 = 2.750E+00 ) : flux_1 = 1.572E+02 ; flux_2 = 7.281E+03 --> element 7 ( type = QS4 ) : = 3.750E-01, x2 = 2.500E-01 ) : flux_1 = 1.015E+03 ; flux_2 = 5.149E+02 --> element 8 ( type = QS4 ) : = 3.750E-01, x2 = 7.500E-01 ) : flux_1 = 9.673E+02 ; flux_2 = 1.577E+03 --> element 9 ( type = QS4 ) : = 3.750E-01, x2 = 1.250E+00 ) : flux_1 = 8.744E+02 ; flux_2 = 2.733E+03 --> element 10 ( type = QS4 ) : = 3.750E-01, x2 = 1.750E+00 ) : flux_1 = 7.441E+02 ; flux_2 = 4.043E+03 --> element 11 ( type = QS4 ) : = 3.750E-01, x2 = 2.250E+00 ) : flux_1 = 6.006E+02 ; flux_2 = 5.548E V. N. Kaliakin

25 --> element 12 ( type = QS4 ) : = 3.750E-01, x2 = 2.750E+00 ) : flux_1 = 4.719E+02 ; flux_2 = 7.241E+03 --> element 13 ( type = QS4 ) : = 6.250E-01, x2 = 2.500E-01 ) : flux_1 = 1.704E+03 ; flux_2 = 4.990E+02 --> element 14 ( type = QS4 ) : = 6.250E-01, x2 = 7.500E-01 ) : flux_1 = 1.625E+03 ; flux_2 = 1.529E+03 --> element 15 ( type = QS4 ) : = 6.250E-01, x2 = 1.250E+00 ) : flux_1 = 1.469E+03 ; flux_2 = 2.656E+03 --> element 16 ( type = QS4 ) : = 6.250E-01, x2 = 1.750E+00 ) : flux_1 = 1.245E+03 ; flux_2 = 3.943E+03 --> element 17 ( type = QS4 ) : = 6.250E-01, x2 = 2.250E+00 ) : flux_1 = 9.930E+02 ; flux_2 = 5.450E+03 --> element 18 ( type = QS4 ) : = 6.250E-01, x2 = 2.750E+00 ) : flux_1 = 7.848E+02 ; flux_2 = 7.171E+03 --> element 19 ( type = QS4 ) : = 8.750E-01, x2 = 2.500E-01 ) : flux_1 = 2.414E+03 ; flux_2 = 4.751E+02 --> element 20 ( type = QS4 ) : = 8.750E-01, x2 = 7.500E-01 ) : flux_1 = 2.302E+03 ; flux_2 = 1.458E+03 --> element 21 ( type = QS4 ) : = 8.750E-01, x2 = 1.250E+00 ) : flux_1 = 2.081E+03 ; flux_2 = 2.538E+03 --> element 22 ( type = QS4 ) : [ 25 V. N. Kaliakin

26 @(x1 = 8.750E-01, x2 = 1.750E+00 ) : flux_1 = 1.758E+03 ; flux_2 = 3.788E+03 --> element 23 ( type = QS4 ) : = 8.750E-01, x2 = 2.250E+00 ) : flux_1 = 1.369E+03 ; flux_2 = 5.284E+03 --> element 24 ( type = QS4 ) : = 8.750E-01, x2 = 2.750E+00 ) : flux_1 = 1.078E+03 ; flux_2 = 7.087E+03 --> element 25 ( type = QS4 ) : = 1.250E+00, x2 = 2.500E-01 ) : flux_1 = 4.740E+03 ; flux_2 = 4.215E+02 --> element 26 ( type = QS4 ) : = 1.250E+00, x2 = 7.500E-01 ) : flux_1 = 4.581E+03 ; flux_2 = 1.296E+03 --> element 27 ( type = QS4 ) : = 1.250E+00, x2 = 1.250E+00 ) : flux_1 = 4.259E+03 ; flux_2 = 2.267E+03 --> element 28 ( type = QS4 ) : = 1.250E+00, x2 = 1.750E+00 ) : flux_1 = 3.774E+03 ; flux_2 = 3.414E+03 --> element 29 ( type = QS4 ) : = 1.250E+00, x2 = 2.250E+00 ) : flux_1 = 3.149E+03 ; flux_2 = 4.838E+03 --> element 30 ( type = QS4 ) : = 1.250E+00, x2 = 2.750E+00 ) : flux_1 = 2.479E+03 ; flux_2 = 6.717E+03 --> element 31 ( type = QS4 ) : = 1.750E+00, x2 = 2.500E-01 ) : flux_1 = 8.781E+03 ; flux_2 = 3.278E+02 --> element 32 ( type = QS4 ) : = 1.750E+00, x2 = 7.500E-01 ) : flux_1 = 8.562E+03 ; flux_2 = 1.011E V. N. Kaliakin

27 --> element 33 ( type = QS4 ) : = 1.750E+00, x2 = 1.250E+00 ) : flux_1 = 8.112E+03 ; flux_2 = 1.780E+03 --> element 34 ( type = QS4 ) : = 1.750E+00, x2 = 1.750E+00 ) : flux_1 = 7.407E+03 ; flux_2 = 2.712E+03 --> element 35 ( type = QS4 ) : = 1.750E+00, x2 = 2.250E+00 ) : flux_1 = 6.418E+03 ; flux_2 = 3.925E+03 --> element 36 ( type = QS4 ) : = 1.750E+00, x2 = 2.750E+00 ) : flux_1 = 5.088E+03 ; flux_2 = 5.630E+03 --> element 37 ( type = QS4 ) : = 2.250E+00, x2 = 2.500E-01 ) : flux_1 = 1.304E+04 ; flux_2 = 2.085E+02 --> element 38 ( type = QS4 ) : = 2.250E+00, x2 = 7.500E-01 ) : flux_1 = 1.277E+04 ; flux_2 = 6.442E+02 --> element 39 ( type = QS4 ) : = 2.250E+00, x2 = 1.250E+00 ) : flux_1 = 1.222E+04 ; flux_2 = 1.140E+03 --> element 40 ( type = QS4 ) : = 2.250E+00, x2 = 1.750E+00 ) : flux_1 = 1.132E+04 ; flux_2 = 1.754E+03 --> element 41 ( type = QS4 ) : = 2.250E+00, x2 = 2.250E+00 ) : flux_1 = 1.001E+04 ; flux_2 = 2.577E+03 --> element 42 ( type = QS4 ) : = 2.250E+00, x2 = 2.750E+00 ) : flux_1 = 8.118E+03 ; flux_2 = 3.761E+03 --> element 43 ( type = QS4 ) : [ 27 V. N. Kaliakin

28 @(x1 = 2.750E+00, x2 = 2.500E-01 ) : flux_1 = 1.755E+04 ; flux_2 = 7.157E+01 --> element 44 ( type = QS4 ) : = 2.750E+00, x2 = 7.500E-01 ) : flux_1 = 1.726E+04 ; flux_2 = 2.215E+02 --> element 45 ( type = QS4 ) : = 2.750E+00, x2 = 1.250E+00 ) : flux_1 = 1.665E+04 ; flux_2 = 3.932E+02 --> element 46 ( type = QS4 ) : = 2.750E+00, x2 = 1.750E+00 ) : flux_1 = 1.564E+04 ; flux_2 = 6.080E+02 --> element 47 ( type = QS4 ) : = 2.750E+00, x2 = 2.250E+00 ) : flux_1 = 1.414E+04 ; flux_2 = 8.991E+02 --> element 48 ( type = QS4 ) : = 2.750E+00, x2 = 2.750E+00 ) : flux_1 = 1.191E+04 ; flux_2 = 1.326E+03 --> element 49 ( type = QS4 ) : = 2.750E+00, x2 = 3.125E+00 ) : flux_1 = 9.694E+03 ; flux_2 = 1.786E+03 --> element 50 ( type = QS4 ) : = 2.750E+00, x2 = 3.375E+00 ) : flux_1 = 7.693E+03 ; flux_2 = 2.218E+03 --> element 51 ( type = QS4 ) : = 2.750E+00, x2 = 3.625E+00 ) : flux_1 = 5.172E+03 ; flux_2 = 2.824E+03 --> element 52 ( type = QS4 ) : = 2.750E+00, x2 = 3.875E+00 ) : flux_1 = 1.880E+03 ; flux_2 = 3.760E+03 --> element 53 ( type = QS4 ) : = 2.250E+00, x2 = 3.125E+00 ) : flux_1 = 6.293E+03 ; flux_2 = 5.001E V. N. Kaliakin

29 --> element 54 ( type = QS4 ) : = 2.250E+00, x2 = 3.375E+00 ) : flux_1 = 4.738E+03 ; flux_2 = 6.115E+03 --> element 55 ( type = QS4 ) : = 2.250E+00, x2 = 3.625E+00 ) : flux_1 = 2.941E+03 ; flux_2 = 7.562E+03 --> element 56 ( type = QS4 ) : = 2.250E+00, x2 = 3.875E+00 ) : flux_1 = 9.919E+02 ; flux_2 = 9.504E+03 --> element 57 ( type = QS4 ) : = 1.750E+00, x2 = 3.125E+00 ) : flux_1 = 3.858E+03 ; flux_2 = 7.370E+03 --> element 58 ( type = QS4 ) : = 1.750E+00, x2 = 3.375E+00 ) : flux_1 = 2.865E+03 ; flux_2 = 8.843E+03 --> element 59 ( type = QS4 ) : = 1.750E+00, x2 = 3.625E+00 ) : flux_1 = 1.771E+03 ; flux_2 = 1.062E+04 --> element 60 ( type = QS4 ) : = 1.750E+00, x2 = 3.875E+00 ) : flux_1 = 6.006E+02 ; flux_2 = 1.269E+04 --> element 61 ( type = QS4 ) : = 1.250E+00, x2 = 3.125E+00 ) : flux_1 = 1.970E+03 ; flux_2 = 8.673E+03 --> element 62 ( type = QS4 ) : = 1.250E+00, x2 = 3.375E+00 ) : flux_1 = 1.531E+03 ; flux_2 = 1.041E+04 --> element 63 ( type = QS4 ) : = 1.250E+00, x2 = 3.625E+00 ) : flux_1 = 9.665E+02 ; flux_2 = 1.237E+04 --> element 64 ( type = QS4 ) : [ 29 V. N. Kaliakin

30 @(x1 = 1.250E+00, x2 = 3.875E+00 ) : flux_1 = 3.298E+02 ; flux_2 = 1.455E+04 --> element 65 ( type = QS4 ) : = 8.750E-01, x2 = 3.125E+00 ) : flux_1 = 9.761E+02 ; flux_2 = 9.054E+03 --> element 66 ( type = QS4 ) : = 8.750E-01, x2 = 3.375E+00 ) : flux_1 = 8.358E+02 ; flux_2 = 1.104E+04 --> element 67 ( type = QS4 ) : = 8.750E-01, x2 = 3.625E+00 ) : flux_1 = 5.443E+02 ; flux_2 = 1.315E+04 --> element 68 ( type = QS4 ) : = 8.750E-01, x2 = 3.875E+00 ) : flux_1 = 1.882E+02 ; flux_2 = 1.540E+04 --> element 69 ( type = QS4 ) : = 6.250E-01, x2 = 3.125E+00 ) : flux_1 = 6.530E+02 ; flux_2 = 9.120E+03 --> element 70 ( type = QS4 ) : = 6.250E-01, x2 = 3.375E+00 ) : flux_1 = 5.282E+02 ; flux_2 = 1.124E+04 --> element 71 ( type = QS4 ) : = 6.250E-01, x2 = 3.625E+00 ) : flux_1 = 3.467E+02 ; flux_2 = 1.342E+04 --> element 72 ( type = QS4 ) : = 6.250E-01, x2 = 3.875E+00 ) : flux_1 = 1.204E+02 ; flux_2 = 1.571E+04 --> element 73 ( type = QS4 ) : = 3.750E-01, x2 = 3.125E+00 ) : flux_1 = 3.790E+02 ; flux_2 = 9.204E+03 --> element 74 ( type = QS4 ) : = 3.750E-01, x2 = 3.375E+00 ) : flux_1 = 2.978E+02 ; flux_2 = 1.137E V. N. Kaliakin

31 --> element 75 ( type = QS4 ) : = 3.750E-01, x2 = 3.625E+00 ) : flux_1 = 1.925E+02 ; flux_2 = 1.359E+04 --> element 76 ( type = QS4 ) : = 3.750E-01, x2 = 3.875E+00 ) : flux_1 = 6.679E+01 ; flux_2 = 1.589E+04 --> element 77 ( type = QS4 ) : = 1.250E-01, x2 = 3.125E+00 ) : flux_1 = 1.244E+02 ; flux_2 = 9.251E+03 --> element 78 ( type = QS4 ) : = 1.250E-01, x2 = 3.375E+00 ) : flux_1 = 9.659E+01 ; flux_2 = 1.143E+04 --> element 79 ( type = QS4 ) : = 1.250E-01, x2 = 3.625E+00 ) : flux_1 = 6.189E+01 ; flux_2 = 1.367E+04 --> element 80 ( type = QS4 ) : = 1.250E-01, x2 = 3.875E+00 ) : flux_1 = 2.139E+01 ; flux_2 = 1.598E+04 maximum values of element variables : max flux_1 = x1 = 2.750E+00, x2 = 2.500E-01 max flux_2 = x1 = 1.250E-01, x2 = 3.875E+00 ====================================================================== = N O D A L Q U A N T I T I E S = ====================================================================== 1 ( x1 = 3.000E+00, x2 = 4.000E+00 ), phi = 9.401E-18 2 ( x1 = 2.500E+00, x2 = 4.000E+00 ), phi = 4.068E-17 3 ( x1 = 2.000E+00, x2 = 4.000E+00 ), phi = 6.697E-17 4 ( x1 = 1.500E+00, x2 = 4.000E+00 ), phi = 8.199E-17 5 ( x1 = 1.000E+00, x2 = 4.000E+00 ), phi = 6.717E-17 6 ( x1 = 7.500E-01, x2 = 4.000E+00 ), phi = 5.828E-17 7 ( x1 = 5.000E-01, x2 = 4.000E+00 ), phi = 5.922E-17 8 ( x1 = 2.500E-01, x2 = 4.000E+00 ), phi = 5.974E-17 9 ( x1 = 0.000E+00, x2 = 4.000E+00 ), phi = 2.995E ( x1 = 3.000E+00, x2 = 3.750E+00 ), phi = 8.939E ( x1 = 2.500E+00, x2 = 3.750E+00 ), phi = 1.880E ( x1 = 2.000E+00, x2 = 3.750E+00 ), phi = 2.872E ( x1 = 1.500E+00, x2 = 3.750E+00 ), phi = 3.473E V. N. Kaliakin

32 14 ( x1 = 1.000E+00, x2 = 3.750E+00 ), phi = 3.802E ( x1 = 7.500E-01, x2 = 3.750E+00 ), phi = 3.897E ( x1 = 5.000E-01, x2 = 3.750E+00 ), phi = 3.957E ( x1 = 2.500E-01, x2 = 3.750E+00 ), phi = 3.990E ( x1 = 0.000E+00, x2 = 3.750E+00 ), phi = 4.001E ( x1 = 3.000E+00, x2 = 3.500E+00 ), phi = 1.824E ( x1 = 2.500E+00, x2 = 3.500E+00 ), phi = 3.292E ( x1 = 2.000E+00, x2 = 3.500E+00 ), phi = 5.241E ( x1 = 1.500E+00, x2 = 3.500E+00 ), phi = 6.411E ( x1 = 1.000E+00, x2 = 3.500E+00 ), phi = 7.048E ( x1 = 7.500E-01, x2 = 3.500E+00 ), phi = 7.226E ( x1 = 5.000E-01, x2 = 3.500E+00 ), phi = 7.339E ( x1 = 2.500E-01, x2 = 3.500E+00 ), phi = 7.402E ( x1 = 0.000E+00, x2 = 3.500E+00 ), phi = 7.422E ( x1 = 3.000E+00, x2 = 3.250E+00 ), phi = 2.532E ( x1 = 2.500E+00, x2 = 3.250E+00 ), phi = 4.401E ( x1 = 2.000E+00, x2 = 3.250E+00 ), phi = 7.190E ( x1 = 1.500E+00, x2 = 3.250E+00 ), phi = 8.884E ( x1 = 1.000E+00, x2 = 3.250E+00 ), phi = 9.778E ( x1 = 7.500E-01, x2 = 3.250E+00 ), phi = 1.002E ( x1 = 5.000E-01, x2 = 3.250E+00 ), phi = 1.017E ( x1 = 2.500E-01, x2 = 3.250E+00 ), phi = 1.026E ( x1 = 0.000E+00, x2 = 3.250E+00 ), phi = 1.028E ( x1 = 3.000E+00, x2 = 3.000E+00 ), phi = 6.060E ( x1 = 2.500E+00, x2 = 3.000E+00 ), phi = 5.294E ( x1 = 2.000E+00, x2 = 3.000E+00 ), phi = 8.798E ( x1 = 1.500E+00, x2 = 3.000E+00 ), phi = 1.096E ( x1 = 1.000E+00, x2 = 3.000E+00 ), phi = 1.204E ( x1 = 7.500E-01, x2 = 3.000E+00 ), phi = 1.229E ( x1 = 5.000E-01, x2 = 3.000E+00 ), phi = 1.246E ( x1 = 2.500E-01, x2 = 3.000E+00 ), phi = 1.256E ( x1 = 0.000E+00, x2 = 3.000E+00 ), phi = 1.260E ( x1 = 3.000E+00, x2 = 2.500E+00 ), phi = 9.715E ( x1 = 2.500E+00, x2 = 2.500E+00 ), phi = 6.619E ( x1 = 2.000E+00, x2 = 2.500E+00 ), phi = 1.123E ( x1 = 1.500E+00, x2 = 2.500E+00 ), phi = 1.416E ( x1 = 1.000E+00, x2 = 2.500E+00 ), phi = 1.556E ( x1 = 7.500E-01, x2 = 2.500E+00 ), phi = 1.585E ( x1 = 5.000E-01, x2 = 2.500E+00 ), phi = 1.607E ( x1 = 2.500E-01, x2 = 2.500E+00 ), phi = 1.620E ( x1 = 0.000E+00, x2 = 2.500E+00 ), phi = 1.624E ( x1 = 3.000E+00, x2 = 2.000E+00 ), phi = 1.113E ( x1 = 3.000E+00, x2 = 1.500E+00 ), phi = 1.208E ( x1 = 3.000E+00, x2 = 1.000E+00 ), phi = 1.269E ( x1 = 3.000E+00, x2 = 5.000E-01 ), phi = 1.304E ( x1 = 3.000E+00, x2 = 0.000E+00 ), phi = 6.574E ( x1 = 2.500E+00, x2 = 2.000E+00 ), phi = 7.518E ( x1 = 2.000E+00, x2 = 2.000E+00 ), phi = 1.291E ( x1 = 1.500E+00, x2 = 2.000E+00 ), phi = 1.640E ( x1 = 1.000E+00, x2 = 2.000E+00 ), phi = 1.815E ( x1 = 7.500E-01, x2 = 2.000E+00 ), phi = 1.854E ( x1 = 5.000E-01, x2 = 2.000E+00 ), phi = 1.882E ( x1 = 2.500E-01, x2 = 2.000E+00 ), phi = 1.899E ( x1 = 0.000E+00, x2 = 2.000E+00 ), phi = 1.905E ( x1 = 2.500E+00, x2 = 1.500E+00 ), phi = 8.126E ( x1 = 2.500E+00, x2 = 1.000E+00 ), phi = 8.519E ( x1 = 2.500E+00, x2 = 5.000E-01 ), phi = 8.741E ( x1 = 2.500E+00, x2 = 0.000E+00 ), phi = 8.812E ( x1 = 2.000E+00, x2 = 1.500E+00 ), phi = 1.406E ( x1 = 1.500E+00, x2 = 1.500E+00 ), phi = 1.797E ( x1 = 1.000E+00, x2 = 1.500E+00 ), phi = 2.000E ( x1 = 7.500E-01, x2 = 1.500E+00 ), phi = 2.048E ( x1 = 5.000E-01, x2 = 1.500E+00 ), phi = 2.083E V. N. Kaliakin

33 77 ( x1 = 2.500E-01, x2 = 1.500E+00 ), phi = 2.103E ( x1 = 0.000E+00, x2 = 1.500E+00 ), phi = 2.110E ( x1 = 2.000E+00, x2 = 1.000E+00 ), phi = 1.480E ( x1 = 2.000E+00, x2 = 5.000E-01 ), phi = 1.523E ( x1 = 2.000E+00, x2 = 0.000E+00 ), phi = 1.536E ( x1 = 0.000E+00, x2 = 1.000E+00 ), phi = 2.249E ( x1 = 0.000E+00, x2 = 5.000E-01 ), phi = 2.329E ( x1 = 0.000E+00, x2 = 0.000E+00 ), phi = 2.355E ( x1 = 1.500E+00, x2 = 1.000E+00 ), phi = 1.900E ( x1 = 1.000E+00, x2 = 1.000E+00 ), phi = 2.123E ( x1 = 7.500E-01, x2 = 1.000E+00 ), phi = 2.179E ( x1 = 5.000E-01, x2 = 1.000E+00 ), phi = 2.218E ( x1 = 2.500E-01, x2 = 1.000E+00 ), phi = 2.241E ( x1 = 1.500E+00, x2 = 5.000E-01 ), phi = 1.959E ( x1 = 1.500E+00, x2 = 0.000E+00 ), phi = 1.978E ( x1 = 2.500E-01, x2 = 5.000E-01 ), phi = 2.321E ( x1 = 2.500E-01, x2 = 0.000E+00 ), phi = 2.347E ( x1 = 1.000E+00, x2 = 5.000E-01 ), phi = 2.194E ( x1 = 7.500E-01, x2 = 5.000E-01 ), phi = 2.254E ( x1 = 5.000E-01, x2 = 5.000E-01 ), phi = 2.296E ( x1 = 1.000E+00, x2 = 0.000E+00 ), phi = 2.217E ( x1 = 5.000E-01, x2 = 0.000E+00 ), phi = 2.321E ( x1 = 7.500E-01, x2 = 0.000E+00 ), phi = 2.278E+04 max phi = node 84 ( 0.000E+00, 0.000E+00) ud_scalar -> end of analysis A contour plot of the primary dependent variable, drawn using Tecplot, is provided on the following page. 33 V. N. Kaliakin

34 34 V. N. Kaliakin

Two-Dimensional Steady State Heat Conduction

Two-Dimensional Steady State Heat Conduction Two-Dimensional Steady State Heat Conduction This sample analysis illustrates the manner in which the UD_scalar program can be used to perform steady state heat conduction analyses. The body analyzed,

More information

Analysis of Planar Truss

Analysis of Planar Truss Analysis of Planar Truss Although the APES computer program is not a specific matrix structural code, it can none the less be used to analyze simple structures. In this example, the following statically

More information

The following syntax is used to describe a typical irreducible continuum element:

The following syntax is used to describe a typical irreducible continuum element: ELEMENT IRREDUCIBLE T7P0 command.. Synopsis The ELEMENT IRREDUCIBLE T7P0 command is used to describe all irreducible 7-node enhanced quadratic triangular continuum elements that are to be used in mechanical

More information

Material Property Definition

Material Property Definition LESSON 12 Material Property Definition Objective: a material that has temperature dependent properties. PATRAN301ExerciseWorkbook-Release7.5 12-1 12-2 PATRAN 301 Exercise Workbook - Release 7.5 LESSON

More information

Thermal Stress Analysis of a Bi- Metallic Plate

Thermal Stress Analysis of a Bi- Metallic Plate WORKSHOP 10 Thermal Stress Analysis of a Bi- Metallic Plate MSC.Nastran 104 Exercise Workbook 10-1 10-2 MSC.Nastran 104 Exercise Workbook WORKSHOP 10 Thermal Stress Analysis of a Bi-Metallic Plate Model

More information

Creating Axisymmetric Models in FEMAP

Creating Axisymmetric Models in FEMAP Creating Axisymmetric Models in FEMAP 1. Introduction NE/Nastran does not support 2-d axisymmetric elements. 3-d axisymmetric models are supported, and can be generated with a few additional steps. The

More information

Stretching of a Prismatic Bar by its Own Weight

Stretching of a Prismatic Bar by its Own Weight 1 APES documentation (revision date: 12.03.10) Stretching of a Prismatic Bar by its Own Weight. This sample analysis is provided in order to illustrate the correct specification of the gravitational acceleration

More information

Workshop 8. Lateral Buckling

Workshop 8. Lateral Buckling Workshop 8 Lateral Buckling cross section A transversely loaded member that is bent about its major axis may buckle sideways if its compression flange is not laterally supported. The reason buckling occurs

More information

Athena Visual Software, Inc. 1

Athena Visual Software, Inc. 1 Athena Visual Studio Visual Kinetics Tutorial VisualKinetics is an integrated tool within the Athena Visual Studio software environment, which allows scientists and engineers to simulate the dynamic behavior

More information

Leaf Spring (Material, Contact, geometric nonlinearity)

Leaf Spring (Material, Contact, geometric nonlinearity) 00 Summary Summary Nonlinear Static Analysis - Unit: N, mm - Geometric model: Leaf Spring.x_t Leaf Spring (Material, Contact, geometric nonlinearity) Nonlinear Material configuration - Stress - Strain

More information

Exercises for Windows

Exercises for Windows Exercises for Windows CAChe User Interface for Windows Select tool Application window Document window (workspace) Style bar Tool palette Select entire molecule Select Similar Group Select Atom tool Rotate

More information

Using Tables and Graphing Calculators in Math 11

Using Tables and Graphing Calculators in Math 11 Using Tables and Graphing Calculators in Math 11 Graphing calculators are not required for Math 11, but they are likely to be helpful, primarily because they allow you to avoid the use of tables in some

More information

Geodatabases and ArcCatalog

Geodatabases and ArcCatalog Geodatabases and ArcCatalog Prepared by Francisco Olivera, Ph.D. and Srikanth Koka Department of Civil Engineering Texas A&M University February 2004 Contents Brief Overview of Geodatabases Goals of the

More information

Tutorial 11. Use of User-Defined Scalars and User-Defined Memories for Modeling Ohmic Heating

Tutorial 11. Use of User-Defined Scalars and User-Defined Memories for Modeling Ohmic Heating Tutorial 11. Use of User-Defined Scalars and User-Defined Memories for Modeling Ohmic Heating Introduction The purpose of this tutorial is to illustrate the use of user-defined scalars (UDS) and user defined

More information

Axisymmetric Modeling. This tutorial gives an overview of axisymmetric modeling. Learn how to:

Axisymmetric Modeling. This tutorial gives an overview of axisymmetric modeling. Learn how to: Axisymmetric Modeling I-DEAS Tutorials: Simulation Projects This tutorial gives an overview of axisymmetric modeling. Learn how to: sketch on the XZ plane apply boundary conditions mesh axisymmetric elements

More information

Connect the Vernier spectrometer to your lap top computer and power the spectrometer if necessary. Start LoggerPro on your computer.

Connect the Vernier spectrometer to your lap top computer and power the spectrometer if necessary. Start LoggerPro on your computer. Connect the Vernier spectrometer to your lap top computer and power the spectrometer if necessary. Start LoggerPro on your computer. The screen shown in Fig. 1 may be displayed. If status line displays

More information

Lab 1: Numerical Solution of Laplace s Equation

Lab 1: Numerical Solution of Laplace s Equation Lab 1: Numerical Solution of Laplace s Equation ELEC 3105 last modified August 27, 2012 1 Before You Start This lab and all relevant files can be found at the course website. You will need to obtain an

More information

Plane and axisymmetric models in Mentat & MARC. Tutorial with some Background

Plane and axisymmetric models in Mentat & MARC. Tutorial with some Background Plane and axisymmetric models in Mentat & MARC Tutorial with some Background Eindhoven University of Technology Department of Mechanical Engineering Piet J.G. Schreurs Lambèrt C.A. van Breemen March 6,

More information

Downloading GPS Waypoints

Downloading GPS Waypoints Downloading Data with DNR- GPS & Importing to ArcMap and Google Earth Written by Patrick Florance & Carolyn Talmadge, updated on 4/10/17 DOWNLOADING GPS WAYPOINTS... 1 VIEWING YOUR POINTS IN GOOGLE EARTH...

More information

You w i ll f ol l ow these st eps : Before opening files, the S c e n e panel is active.

You w i ll f ol l ow these st eps : Before opening files, the S c e n e panel is active. You w i ll f ol l ow these st eps : A. O pen a n i m a g e s t a c k. B. Tr a c e t h e d e n d r i t e w i t h t h e user-guided m ode. C. D e t e c t t h e s p i n e s a u t o m a t i c a l l y. D. C

More information

Tutorial Number 18: Heat transfer analysis of a teapot

Tutorial Number 18: Heat transfer analysis of a teapot Tutorial Number 18: Heat transfer analysis of a teapot Stefano Morlacchi September 2014 T. 01608 811777 F. 01608811770 E.info@ssanalysis.co.uk W. www.ssanalysis.co.uk 1. Introduction In this tutorial,

More information

ELEC 1908 The Electric Potential (V) March 28, 2013

ELEC 1908 The Electric Potential (V) March 28, 2013 ELEC 1908 The Electric Potential (V) March 28, 2013 1 Abstract The objective of this lab is to solve numerically Laplace s equation in order to obtain the electric potential distribution in di erent electric

More information

Getting started with BatchReactor Example : Simulation of the Chlorotoluene chlorination

Getting started with BatchReactor Example : Simulation of the Chlorotoluene chlorination Getting started with BatchReactor Example : Simulation of the Chlorotoluene chlorination 2011 ProSim S.A. All rights reserved. Introduction This document presents the different steps to follow in order

More information

Version 1.2 October 2017 CSD v5.39

Version 1.2 October 2017 CSD v5.39 Mogul Geometry Check Table of Contents Introduction... 2 Example 1. Using Mogul to assess intramolecular geometry... 3 Example 2. Using Mogul to explain activity data... 5 Conclusions... 8 Further Exercises...

More information

Linear Static Analysis of a Cantilever Beam (CBAR Problem)

Linear Static Analysis of a Cantilever Beam (CBAR Problem) WORKSHOP 17 Linear Static Analysis of a Cantilever Beam (CBAR Problem) Objectives: Create a geometrical representation of a cantilever beam. Use this geometry model to define an MSC.Nastran analysis model

More information

Lab Partner(s) TA Initials (on completion) EXPERIMENT 7: ANGULAR KINEMATICS AND TORQUE

Lab Partner(s) TA Initials (on completion) EXPERIMENT 7: ANGULAR KINEMATICS AND TORQUE TA name Lab section Date TA Initials (on completion) Name UW Student ID # Lab Partner(s) EXPERIMENT 7: ANGULAR KINEMATICS AND TORQUE 117 Textbook Reference: Walker, Chapter 10-1,2, Chapter 11-1,3 SYNOPSIS

More information

Linear Static Analysis of a Cantilever Beam (SI Units)

Linear Static Analysis of a Cantilever Beam (SI Units) WORKSHOP 6 Linear Static Analysis of a Cantilever Beam (SI Units) Objectives: Create a geometrical representation of a cantilever beam. Use this geometry model to define an MSC/NASTRAN analysis model comprised

More information

Using a GIS to Calculate Area of Occupancy. Part 1: Creating a Shapefile Grid

Using a GIS to Calculate Area of Occupancy. Part 1: Creating a Shapefile Grid Using a GIS to Calculate Area of Occupancy Part 1: Creating a Shapefile Grid By Ryan Elliott California Natural Diversity Database, A NatureServe network program December 2008 This document describes the

More information

Chemistry 14CL. Worksheet for the Molecular Modeling Workshop. (Revised FULL Version 2012 J.W. Pang) (Modified A. A. Russell)

Chemistry 14CL. Worksheet for the Molecular Modeling Workshop. (Revised FULL Version 2012 J.W. Pang) (Modified A. A. Russell) Chemistry 14CL Worksheet for the Molecular Modeling Workshop (Revised FULL Version 2012 J.W. Pang) (Modified A. A. Russell) Structure of the Molecular Modeling Assignment The molecular modeling assignment

More information

1. Prepare the MALDI sample plate by spotting an angiotensin standard and the test sample(s).

1. Prepare the MALDI sample plate by spotting an angiotensin standard and the test sample(s). Analysis of a Peptide Sequence from a Proteolytic Digest by MALDI-TOF Post-Source Decay (PSD) and Collision-Induced Dissociation (CID) Standard Operating Procedure Purpose: The following procedure may

More information

EXPERIMENT 7: ANGULAR KINEMATICS AND TORQUE (V_3)

EXPERIMENT 7: ANGULAR KINEMATICS AND TORQUE (V_3) TA name Lab section Date TA Initials (on completion) Name UW Student ID # Lab Partner(s) EXPERIMENT 7: ANGULAR KINEMATICS AND TORQUE (V_3) 121 Textbook Reference: Knight, Chapter 13.1-3, 6. SYNOPSIS In

More information

Tutorial 2. SSMA Cee in Compression: 600S F y = 50ksi Objective. A the end of the tutorial you should be able to

Tutorial 2. SSMA Cee in Compression: 600S F y = 50ksi Objective. A the end of the tutorial you should be able to CUFSM 2.5 Tutorial 2 SSMA Cee in Compression: 600S200-33 F y = 50ksi Objective To model a typical Cee stud in compression and determine the elastic critical local buckling load (P crl )and elastic critical

More information

Scuba Tank: Axisymmetric

Scuba Tank: Axisymmetric WORKSHOP 21c Scuba Tank: Axisymmetric Objectives: Import cross-section of tank. Model with axisymmetry elements. Analysis model with 5000 psi internal pressure. MSC.Nastran for Windows 101 Exercise Workbook

More information

Geodatabases and ArcCatalog

Geodatabases and ArcCatalog Geodatabases and ArcCatalog Francisco Olivera, Ph.D., P.E. Srikanth Koka Lauren Walker Aishwarya Vijaykumar Keri Clary Department of Civil Engineering April 21, 2014 Contents Geodatabases and ArcCatalog...

More information

RADIATION PROCEDURES MANUAL Procedure Cover Sheet

RADIATION PROCEDURES MANUAL Procedure Cover Sheet RADIATION PROCEDURES MANUAL Procedure Cover Sheet Procedure Title: Radioactive Material Inventory Procedure Number: TSO-09-16-REV 0 Effective Date: June 18, 2009 Approved By: Date: 11 August, 2009 Technical

More information

Figure 2.1 The Inclined Plane

Figure 2.1 The Inclined Plane PHYS-101 LAB-02 One and Two Dimensional Motion 1. Objectives The objectives of this experiment are: to measure the acceleration due to gravity using one-dimensional motion, i.e. the motion of an object

More information

The Geodatabase Working with Spatial Analyst. Calculating Elevation and Slope Values for Forested Roads, Streams, and Stands.

The Geodatabase Working with Spatial Analyst. Calculating Elevation and Slope Values for Forested Roads, Streams, and Stands. GIS LAB 7 The Geodatabase Working with Spatial Analyst. Calculating Elevation and Slope Values for Forested Roads, Streams, and Stands. This lab will ask you to work with the Spatial Analyst extension.

More information

EXERCISE 12: IMPORTING LIDAR DATA INTO ARCGIS AND USING SPATIAL ANALYST TO MODEL FOREST STRUCTURE

EXERCISE 12: IMPORTING LIDAR DATA INTO ARCGIS AND USING SPATIAL ANALYST TO MODEL FOREST STRUCTURE EXERCISE 12: IMPORTING LIDAR DATA INTO ARCGIS AND USING SPATIAL ANALYST TO MODEL FOREST STRUCTURE Document Updated: December, 2007 Introduction This exercise is designed to provide you with possible silvicultural

More information

Revision of the thermal chip simulation, J.E. Akin, Rice University

Revision of the thermal chip simulation, J.E. Akin, Rice University Revision of the thermal chip simulation, J.E. Akin, Rice University A SolidWorks simulation tutorial is just intended to illustrate where to find various icons that you would need in a real engineering

More information

Lab 1: Dynamic Simulation Using Simulink and Matlab

Lab 1: Dynamic Simulation Using Simulink and Matlab Lab 1: Dynamic Simulation Using Simulink and Matlab Objectives In this lab you will learn how to use a program called Simulink to simulate dynamic systems. Simulink runs under Matlab and uses block diagrams

More information

Patrick: An Introduction to Medicinal Chemistry 5e MOLECULAR MODELLING EXERCISES CHAPTER 17

Patrick: An Introduction to Medicinal Chemistry 5e MOLECULAR MODELLING EXERCISES CHAPTER 17 MOLECULAR MODELLING EXERCISES CHAPTER 17 Exercise 17.6 Conformational analysis of n-butane Introduction Figure 1 Butane Me Me In this exercise, we will consider the possible stable conformations of butane

More information

Displaying Latitude & Longitude Data (XY Data) in ArcGIS

Displaying Latitude & Longitude Data (XY Data) in ArcGIS Displaying Latitude & Longitude Data (XY Data) in ArcGIS Created by Barbara Parmenter and updated on 2/15/2018 If you have a table of data that has longitude and latitude, or XY coordinates, you can view

More information

EXPERIMENT 4: AN ELECTRICAL-THERMAL ACTUATOR

EXPERIMENT 4: AN ELECTRICAL-THERMAL ACTUATOR EXPERIMENT 4: AN ELECTRICAL-THERMAL ACTUATOR 1. OBJECTIVE: 1.1 To analyze an electrical-thermal actuator used in a micro-electromechanical system (MEMS). 2. INTRODUCTION 2.1 Introduction to Thermal Actuator

More information

Module 2: Thermal Stresses in a 1D Beam Fixed at Both Ends

Module 2: Thermal Stresses in a 1D Beam Fixed at Both Ends Module 2: Thermal Stresses in a 1D Beam Fixed at Both Ends Table of Contents Problem Description 2 Theory 2 Preprocessor 3 Scalar Parameters 3 Real Constants and Material Properties 4 Geometry 6 Meshing

More information

MENA 9520 FME Modelling Tutorial 5 ( )

MENA 9520 FME Modelling Tutorial 5 ( ) MENA 9520 FME Modelling Tutorial 5 (25.02.2011) Task 5: Understanding type of bonding using charge-density plots Exercise 5.1: Visualizing charge density in Si: 1. mkdir charge 2. Copy a converged CTRL

More information

Creating Empirical Calibrations

Creating Empirical Calibrations 030.0023.01.0 Spreadsheet Manual Save Date: December 1, 2010 Table of Contents 1. Overview... 3 2. Enable S1 Calibration Macro... 4 3. Getting Ready... 4 4. Measuring the New Sample... 5 5. Adding New

More information

Cable Tension APPENDIX D. Objectives: Demonstrate the use of elastic-plastic material properties. Create an enforced displacement on the model.

Cable Tension APPENDIX D. Objectives: Demonstrate the use of elastic-plastic material properties. Create an enforced displacement on the model. APPENDIX D Cable Tension Objectives: Demonstrate the use of elastic-plastic material properties. Create an enforced displacement on the model. Run an MSC.Nastran nonlinear static analysis. Create an accurate

More information

Virtual Cell Membrane Potential Tutorial IV

Virtual Cell Membrane Potential Tutorial IV Virtual Cell Membrane Potential Tutorial IV Creating the BioModel Creating the Application!" Application I -Studying voltage changes in a compartmental model!" Application II - Studying voltage, sodium,

More information

Become a Microprobe Power User Part 2: Qualitative & Quantitative Analysis

Become a Microprobe Power User Part 2: Qualitative & Quantitative Analysis Become a Microprobe Power User Part 2: Qualitative & Quantitative Analysis Mike Spilde Spring IOM Seminar February 5, 2008 Qualitative Analysis Why use qualitative scans? Elemental ID (especially trace

More information

Lab 1 Uniform Motion - Graphing and Analyzing Motion

Lab 1 Uniform Motion - Graphing and Analyzing Motion Lab 1 Uniform Motion - Graphing and Analyzing Motion Objectives: < To observe the distance-time relation for motion at constant velocity. < To make a straight line fit to the distance-time data. < To interpret

More information

Finite Element Modules for Enhancing Undergraduate Transport Courses: Application to Fuel Cell Fundamentals

Finite Element Modules for Enhancing Undergraduate Transport Courses: Application to Fuel Cell Fundamentals Finite Element Modules for Enhancing Undergraduate Transport Courses: Application to Fuel Cell Fundamentals Originally published in 007 American Society for Engineering Education Conference Proceedings

More information

The OptiSage module. Use the OptiSage module for the assessment of Gibbs energy data. Table of contents

The OptiSage module. Use the OptiSage module for the assessment of Gibbs energy data. Table of contents The module Use the module for the assessment of Gibbs energy data. Various types of experimental data can be utilized in order to generate optimized parameters for the Gibbs energies of stoichiometric

More information

41. Sim Reactions Example

41. Sim Reactions Example HSC Chemistry 7.0 41-1(6) 41. Sim Reactions Example Figure 1: Sim Reactions Example, Run mode view after calculations. General This example contains instruction how to create a simple model. The example

More information

How many states. Record high temperature

How many states. Record high temperature Record high temperature How many states Class Midpoint Label 94.5 99.5 94.5-99.5 0 97 99.5 104.5 99.5-104.5 2 102 102 104.5 109.5 104.5-109.5 8 107 107 109.5 114.5 109.5-114.5 18 112 112 114.5 119.5 114.5-119.5

More information

GMS 8.0 Tutorial MT3DMS Advanced Transport MT3DMS dispersion, sorption, and dual domain options

GMS 8.0 Tutorial MT3DMS Advanced Transport MT3DMS dispersion, sorption, and dual domain options v. 8.0 GMS 8.0 Tutorial MT3DMS dispersion, sorption, and dual domain options Objectives Learn about the dispersion, sorption, and dual domain options in MT3DMS Prerequisite Tutorials None Required Components

More information

Information Dependent Acquisition (IDA) 1

Information Dependent Acquisition (IDA) 1 Information Dependent Acquisition (IDA) Information Dependent Acquisition (IDA) enables on the fly acquisition of MS/MS spectra during a chromatographic run. Analyst Software IDA is optimized to generate

More information

Virtual Cell Version 4.0 Membrane Potential

Virtual Cell Version 4.0 Membrane Potential Virtual Cell Version 4.0 Membrane Potential Creating the BioModel Creating the Application Application I -Studying voltage changes in a compartmental model Application II - Studying voltage, sodium, and

More information

Faults Loading and Display in HRS-9. David Worsick, Calgary September 12, 2012

Faults Loading and Display in HRS-9. David Worsick, Calgary September 12, 2012 Faults Loading and Display in HRS-9 David Worsick, Calgary September 12, 2012 Faults Loading and Display Contents Faults in Hampson-Russell Normal Faults Strike-slip Faults Reverse Faults Thrust Faults

More information

Electric Fields and Equipotentials

Electric Fields and Equipotentials OBJECTIVE Electric Fields and Equipotentials To study and describe the two-dimensional electric field. To map the location of the equipotential surfaces around charged electrodes. To study the relationship

More information

VCell Tutorial. Building a Rule-Based Model

VCell Tutorial. Building a Rule-Based Model VCell Tutorial Building a Rule-Based Model We will demonstrate how to create a rule-based model of EGFR receptor interaction with two adapter proteins Grb2 and Shc. A Receptor-monomer reversibly binds

More information

Chemical Kinetics I: The Dry Lab. Up until this point in our study of physical chemistry we have been interested in

Chemical Kinetics I: The Dry Lab. Up until this point in our study of physical chemistry we have been interested in Chemical Kinetics I: The Dry Lab Up until this point in our study of physical chemistry we have been interested in equilibrium properties; now we will begin to investigate non-equilibrium properties and

More information

Module 2: Introduction to Finite Volume Method Lecture 14: The Lecture deals with: The Basic Technique. Objectives_template

Module 2: Introduction to Finite Volume Method Lecture 14: The Lecture deals with: The Basic Technique. Objectives_template The Lecture deals with: The Basic Technique file:///d /chitra/nptel_phase2/mechanical/cfd/lecture14/14_1.htm[6/20/2012 4:40:30 PM] The Basic Technique We have introduced the finite difference method. In

More information

Computational Chemistry Lab Module: Conformational Analysis of Alkanes

Computational Chemistry Lab Module: Conformational Analysis of Alkanes Introduction Computational Chemistry Lab Module: Conformational Analysis of Alkanes In this experiment, we will use CAChe software package to model the conformations of butane, 2-methylbutane, and substituted

More information

Module 10: Free Vibration of an Undampened 1D Cantilever Beam

Module 10: Free Vibration of an Undampened 1D Cantilever Beam Module 10: Free Vibration of an Undampened 1D Cantilever Beam Table of Contents Page Number Problem Description Theory Geometry 4 Preprocessor 6 Element Type 6 Real Constants and Material Properties 7

More information

Conformational Analysis of n-butane

Conformational Analysis of n-butane Conformational Analysis of n-butane In this exercise you will calculate the Molecular Mechanics (MM) single point energy of butane in various conformations with respect to internal rotation around the

More information

Learning ArcGIS: Introduction to ArcCatalog 10.1

Learning ArcGIS: Introduction to ArcCatalog 10.1 Learning ArcGIS: Introduction to ArcCatalog 10.1 Estimated Time: 1 Hour Information systems help us to manage what we know by making it easier to organize, access, manipulate, and apply knowledge to the

More information

Cerno Application Note Extending the Limits of Mass Spectrometry

Cerno Application Note Extending the Limits of Mass Spectrometry Creation of Accurate Mass Library for NIST Database Search Novel MS calibration has been shown to enable accurate mass and elemental composition determination on quadrupole GC/MS systems for either molecular

More information

Computer simulation of radioactive decay

Computer simulation of radioactive decay Computer simulation of radioactive decay y now you should have worked your way through the introduction to Maple, as well as the introduction to data analysis using Excel Now we will explore radioactive

More information

D && 9.0 DYNAMIC ANALYSIS

D && 9.0 DYNAMIC ANALYSIS 9.0 DYNAMIC ANALYSIS Introduction When a structure has a loading which varies with time, it is reasonable to assume its response will also vary with time. In such cases, a dynamic analysis may have to

More information

Titrator 3.0 Tutorial: Calcite precipitation

Titrator 3.0 Tutorial: Calcite precipitation Titrator 3.0 Tutorial: Calcite precipitation November 2008 Steve Cabaniss A. Introduction This brief tutorial is intended to acquaint you with some of the features of the program Titrator. It assumes that

More information

CE 365K Exercise 1: GIS Basemap for Design Project Spring 2014 Hydraulic Engineering Design

CE 365K Exercise 1: GIS Basemap for Design Project Spring 2014 Hydraulic Engineering Design CE 365K Exercise 1: GIS Basemap for Design Project Spring 2014 Hydraulic Engineering Design The purpose of this exercise is for you to construct a basemap in ArcGIS for your design project. You may execute

More information

MERGING (MERGE / MOSAIC) GEOSPATIAL DATA

MERGING (MERGE / MOSAIC) GEOSPATIAL DATA This help guide describes how to merge two or more feature classes (vector) or rasters into one single feature class or raster dataset. The Merge Tool The Merge Tool combines input features from input

More information

MATERIAL MECHANICS, SE2126 COMPUTER LAB 2 PLASTICITY

MATERIAL MECHANICS, SE2126 COMPUTER LAB 2 PLASTICITY MATERIAL MECHANICS, SE2126 COMPUTER LAB 2 PLASTICITY PART A INTEGRATED CIRCUIT An integrated circuit can be thought of as a very complex maze of electronic components and metallic connectors. These connectors

More information

Automatic Watershed Delineation using ArcSWAT/Arc GIS

Automatic Watershed Delineation using ArcSWAT/Arc GIS Automatic Watershed Delineation using ArcSWAT/Arc GIS By: - Endager G. and Yalelet.F 1. Watershed Delineation This tool allows the user to delineate sub watersheds based on an automatic procedure using

More information

Working with ArcGIS: Classification

Working with ArcGIS: Classification Working with ArcGIS: Classification 2 Abbreviations D-click R-click TOC Double Click Right Click Table of Content Introduction The benefit from the use of geographic information system (GIS) software is

More information

Molecular Modeling and Conformational Analysis with PC Spartan

Molecular Modeling and Conformational Analysis with PC Spartan Molecular Modeling and Conformational Analysis with PC Spartan Introduction Molecular modeling can be done in a variety of ways, from using simple hand-held models to doing sophisticated calculations on

More information

Space Objects. Section. When you finish this section, you should understand the following:

Space Objects. Section. When you finish this section, you should understand the following: GOLDMC02_132283433X 8/24/06 2:21 PM Page 97 Section 2 Space Objects When you finish this section, you should understand the following: How to create a 2D Space Object and label it with a Space Tag. How

More information

Ansoft HFSS 3D Boundary Manager Sources

Ansoft HFSS 3D Boundary Manager Sources Lumped Gap Defining s Voltage and Current When you select Source, you may choose from the following source types: Incident wave Voltage drop Current Magnetic bias These sources are available only for driven

More information

The data for this lab comes from McDonald Forest. We will be working with spatial data representing the forest boundary, streams, roads, and stands.

The data for this lab comes from McDonald Forest. We will be working with spatial data representing the forest boundary, streams, roads, and stands. GIS LAB 6 Using the Projection Utility. Converting Data to Oregon s Approved Lambert Projection. Determining Stand Size, Stand Types, Road Length, and Stream Length. This lab will ask you to work with

More information

CityGML XFM Application Template Documentation. Bentley Map V8i (SELECTseries 2)

CityGML XFM Application Template Documentation. Bentley Map V8i (SELECTseries 2) CityGML XFM Application Template Documentation Bentley Map V8i (SELECTseries 2) Table of Contents Introduction to CityGML 1 CityGML XFM Application Template 2 Requirements 2 Finding Documentation 2 To

More information

NINE CHOICE SERIAL REACTION TIME TASK

NINE CHOICE SERIAL REACTION TIME TASK instrumentation and software for research NINE CHOICE SERIAL REACTION TIME TASK MED-STATE NOTATION PROCEDURE SOF-700RA-8 USER S MANUAL DOC-025 Rev. 1.3 Copyright 2013 All Rights Reserved MED Associates

More information

Interacting Galaxies

Interacting Galaxies Interacting Galaxies Contents Introduction... 1 Downloads... 1 Selecting Interacting Galaxies to Observe... 2 Measuring the sizes of the Galaxies... 5 Making a Colour Image in IRIS... 8 External Resources...

More information

Watershed Modeling Orange County Hydrology Using GIS Data

Watershed Modeling Orange County Hydrology Using GIS Data v. 10.0 WMS 10.0 Tutorial Watershed Modeling Orange County Hydrology Using GIS Data Learn how to delineate sub-basins and compute soil losses for Orange County (California) hydrologic modeling Objectives

More information

GIS Workshop UCLS_Fall Forum 2014 Sowmya Selvarajan, PhD TABLE OF CONTENTS

GIS Workshop UCLS_Fall Forum 2014 Sowmya Selvarajan, PhD TABLE OF CONTENTS TABLE OF CONTENTS TITLE PAGE NO. 1. ArcGIS Basics I 2 a. Open and Save a Map Document 2 b. Work with Map Layers 2 c. Navigate in a Map Document 4 d. Measure Distances 4 2. ArcGIS Basics II 5 a. Work with

More information

Preparing a PDB File

Preparing a PDB File Figure 1: Schematic view of the ligand-binding domain from the vitamin D receptor (PDB file 1IE9). The crystallographic waters are shown as small spheres and the bound ligand is shown as a CPK model. HO

More information

VISIMIX TURBULENT. TACKLING SAFETY PROBLEMS OF STIRRED REACTORS AT THE DESIGN STAGE.

VISIMIX TURBULENT. TACKLING SAFETY PROBLEMS OF STIRRED REACTORS AT THE DESIGN STAGE. VISIMIX TURBULENT. TACKLING SAFETY PROBLEMS OF STIRRED REACTORS AT THE DESIGN STAGE. This example demonstrates usage of the VisiMix software to provide an Inherently Safer Design of the process based on

More information

Technical Procedure for Glass Refractive Index Measurement System 3 (GRIM 3)

Technical Procedure for Glass Refractive Index Measurement System 3 (GRIM 3) Technical Procedure for Glass Refractive Index Measurement System 3 (GRIM 3) 1.0 Purpose - This technical procedure shall be followed for the operation of the GRIM 3. 2.0 Scope - This procedure applies

More information

Quantification of JEOL XPS Spectra from SpecSurf

Quantification of JEOL XPS Spectra from SpecSurf Quantification of JEOL XPS Spectra from SpecSurf The quantification procedure used by the JEOL SpecSurf software involves modifying the Scofield cross-sections to account for both an energy dependency

More information

Module I: Two-dimensional linear elasticity. application notes and tutorial. Problems

Module I: Two-dimensional linear elasticity. application notes and tutorial. Problems Module I: Two-dimensional linear elasticity application notes and tutorial Problems 53 selected excerpts from Read Me file for: ElemFin 1.1.1 Yannick CALLAUD in Symantec C++. 1 place of Falleron, 44300

More information

pka AND MOLAR MASS OF A WEAK ACID

pka AND MOLAR MASS OF A WEAK ACID Experiment 10 pka AND MOLAR MASS OF A WEAK ACID Adapted by the Chemistry Faculty of Eastern Michigan University from EQUL 305,written by Richard C. Bell, Lebanon Valley College, published by Chemical Education

More information

v Prerequisite Tutorials GSSHA WMS Basics Watershed Delineation using DEMs and 2D Grid Generation Time minutes

v Prerequisite Tutorials GSSHA WMS Basics Watershed Delineation using DEMs and 2D Grid Generation Time minutes v. 10.1 WMS 10.1 Tutorial GSSHA WMS Basics Creating Feature Objects and Mapping Attributes to the 2D Grid Populate hydrologic parameters in a GSSHA model using land use and soil data Objectives This tutorial

More information

Tutorial 12 Excess Pore Pressure (B-bar method) Undrained loading (B-bar method) Initial pore pressure Excess pore pressure

Tutorial 12 Excess Pore Pressure (B-bar method) Undrained loading (B-bar method) Initial pore pressure Excess pore pressure Tutorial 12 Excess Pore Pressure (B-bar method) Undrained loading (B-bar method) Initial pore pressure Excess pore pressure Introduction This tutorial will demonstrate the Excess Pore Pressure (Undrained

More information

mylab: Chemical Safety Module Last Updated: January 19, 2018

mylab: Chemical Safety Module Last Updated: January 19, 2018 : Chemical Safety Module Contents Introduction... 1 Getting started... 1 Login... 1 Receiving Items from MMP Order... 3 Inventory... 4 Show me Chemicals where... 4 Items Received on... 5 All Items... 5

More information

Figure 12.1: A simple pendulum

Figure 12.1: A simple pendulum Chapter 12 A Simple Pendulum by Brian Patterson In this module you will use DIYModeling to build a simulation of a simple pendulum. The basic ideas can be extended to other types of pendulums, such as

More information

WMS 9.0 Tutorial GSSHA Modeling Basics Infiltration Learn how to add infiltration to your GSSHA model

WMS 9.0 Tutorial GSSHA Modeling Basics Infiltration Learn how to add infiltration to your GSSHA model v. 9.0 WMS 9.0 Tutorial GSSHA Modeling Basics Infiltration Learn how to add infiltration to your GSSHA model Objectives This workshop builds on the model developed in the previous workshop and shows you

More information

Preparations and Starting the program

Preparations and Starting the program Preparations and Starting the program https://oldwww.abo.fi/fakultet/ookforskning 1) Create a working directory on your computer for your Chemkin work, and 2) download kinetic mechanism files AAUmech.inp

More information

Transient flow and heat equations - the Rayleigh-Benard instability

Transient flow and heat equations - the Rayleigh-Benard instability Transient flow and heat equations - the Rayleigh-Benard instability Directory: RayleighBenard Solvers: HeatSolve, FlowSolve Tools: ElmerGUI Dimensions: 2D, Transient Case definition This tutorial is about

More information

Solving Differential Equations on 2-D Geometries with Matlab

Solving Differential Equations on 2-D Geometries with Matlab Solving Differential Equations on 2-D Geometries with Matlab Joshua Wall Drexel University Philadelphia, PA 19104 (Dated: April 28, 2014) I. INTRODUCTION Here we introduce the reader to solving partial

More information

Multiphysics Modeling

Multiphysics Modeling 11 Multiphysics Modeling This chapter covers the use of FEMLAB for multiphysics modeling and coupled-field analyses. It first describes the various ways of building multiphysics models. Then a step-by-step

More information

GEOG 3830 Geographic Information Systems

GEOG 3830 Geographic Information Systems 1 GEOG 3830 Geographic Information Systems Lab 08: Spatial Relationships The objective of this lab exercise is to introduce students to a technique commonly used to evaluate the most basic types of spatial

More information