HPLP310 Biblio_35 Fissures radial intern in a thick cylinder under pressure and thermal loading

Size: px
Start display at page:

Download "HPLP310 Biblio_35 Fissures radial intern in a thick cylinder under pressure and thermal loading"

Transcription

1 defult Titre : HPLP310 - Biblio_35 Fissure rdile interne dns u[...] Dte : 0/09/011 Pge : 1/15 Responsble : TRAN Vn Xun Clé : V Révision : HPLP310 Biblio_35 Fissures rdil intern in thick cylinder under pressure nd therml loding Summry: This test is resulting from the vlidtion independent of version 3 in breking process. It is bout two-dimensionl test in sttics in which one models to it not linerity of contct due to refermeture prtil of the crck. The behvior of the structure is thermoelstic liner isotropic. The cse test understnds two modelings D plne for which one studies the influence of the mechnicl lod fctor. In the first modeling contct with mteril infinimement rigid is used to represent refermeture (symmetricl) crck while in the second boundry condition of type unilterl connection is put in work. rning : The trnsltion process used on this website is "Mchine Trnsltion". It my be imprecise nd inccurte in whole or in prt nd is provided s convenience.

2 defult Titre : HPLP310 - Biblio_35 Fissure rdile interne dns u[...] Dte : 0/09/011 Pge : /15 Responsble : TRAN Vn Xun Clé : V Révision : 1 Problem of reference 1.1 Geometry y r A B C D E r1 x Cross-section of thick tube presenting one internl rdil crck Report of the rys Depth of the crck b=r /r 1 =r 1 =1mm, r =mm / r r 1 =0,05 1. Properties of mteril The mteril is thermoelstic liner isotropic stndrd. Young modulus Poisson's rtio Liner diltion coefficient Yield stress E=1000 MP =0,3 T =1E-6 0 =1 MP (being used to define the initil stress field creted by the process of utofrettge on the ssumption of former behvior of elstoplstic type of Von Mises) 1.3 Boundry conditions nd lodings Boundry conditions (for hlf-prt in the re y 0 ) Blocking UY =0 on the segment AB nd on the ligment DE (symmetry). Liner reltion UX AUX E =0 (to block the horizontl djustment) rning : The trnsltion process used on this website is "Mchine Trnsltion". It my be imprecise nd inccurte in whole or in prt nd is provided s convenience.

3 defult Titre : HPLP310 - Biblio_35 Fissure rdile interne dns u[...] Dte : 0/09/011 Pge : 3/15 Responsble : TRAN Vn Xun Clé : V Révision : Lodings Loding n 1: Loding n : rdil trction rr r = 0 on the externl fce; this mechnicl loding produces the sme one tht n internl pressure cting simultneously on the internl ry r 1 nd on the lips of the crck, without tking into ccount of nonthe linerity of contct. therml loding re equivlent to n utofrettge defined s follows: T1 T ln 3 E r T 1 T1 T r T T1 ln r1 r r 1 ln r 1 T T r r In these formuls, indicte the mximum ry of the zone hving undergone utofrettge, T 1 the temperture with the ry r 1 nd T the temperture with the ry r= in the thick tube not fissured. In the ppliction concerned here, one tkes =r, which corresponds to the utofrettge of the totlity of the section of the thick tube, nd one does not tke into ccount it not linerity of contct. One is expected K negtive for positive tempertures (put in compression of the tube not fissured). Loding n 3: liner combintion loding n + * loding n 1, ( T!) indicting the mechnicl lod fctor; one tkes here into ccount it not linerity of contct, which supposes n incrementl ppliction of the mechnicl lod. rning : The trnsltion process used on this website is "Mchine Trnsltion". It my be imprecise nd inccurte in whole or in prt nd is provided s convenience.

4 defult Titre : HPLP310 - Biblio_35 Fissure rdile interne dns u[...] Dte : 0/09/011 Pge : 4/15 Responsble : TRAN Vn Xun Clé : V Révision : Reference solution.1 Method of clculting used for the reference solution Clcultion by finite elements with code ABAQUS. Nonthe linerity of contct is modelled using onewy GAP elements. The fctor of intensity of the constrints is clculted strting from the integrl J.. Results of reference Adimensionl fctor of intensity of the constrints ccording to the mechnicl fctor of loding, in the cse of loding n 3 Nottion: FL K IL / 0 liner fctor of intensity dimensionl (obtined by liner combintion of the effects of utofrettge nd mechnicl loding, in stopped feture) FN K IN / 0 nonliner fctor of intensity dimensionl (obtined by tking ccount of nonthe linerity of contct, in full feture). K I EJ 1 rning : The trnsltion process used on this website is "Mchine Trnsltion". It my be imprecise nd inccurte in whole or in prt nd is provided s convenience.

5 defult Titre : HPLP310 - Biblio_35 Fissure rdile interne dns u[...] Dte : 0/09/011 Pge : 5/15 Responsble : TRAN Vn Xun Clé : V Révision : Empiricl formul of the fctor of intensity of the constrints under externl rdil tension r r C1 C 0, lnb lnb KI 0 P 0, 01 0, 8 et 15, b 3, b C C 1 1 0, 5, 397, 705 0, 884 0, 5 0, 44 1, 447 0, 809 Empiricl formul of the fctor of intensity of the constrints in utofrettge in full section K C C b 1 ln I , 4 b C C 1 0, 01 0, 8 et 15, b 3, 0 30, 1 57, 714 9, 954, 444 0, 5 1 0, 75 51, 5 111, 07 63, 44 0, 05 0, 15 1, 5 0, , 5 0, 15 1, 5 3, Bibliogrphicl references 1) H.M. SHU, J. SMALL nd G. BEZINE: Rdil stress intensity fctors for ces in thick wlled cylinders. I. Symmetricl ces II. Combintion of utofrettge nd internl presses. Engng.Frct.Mechs., 49, n 4, , rning : The trnsltion process used on this website is "Mchine Trnsltion". It my be imprecise nd inccurte in whole or in prt nd is provided s convenience.

6 defult Titre : HPLP310 - Biblio_35 Fissure rdile interne dns u[...] Dte : 0/09/011 Pge : 6/15 Responsble : TRAN Vn Xun Clé : V Révision : 3 Modeling A 3.1 Chrcteristics of modeling The model consists of qudrngles with 8 nodes nd tringles with 6 nodes. It comprises 4877 nodes nd 1598 elements. 3. Chrcteristics of the grid Use of the procedure FISSD_V1. The topologicl prmeters concerning refinement round the bottom of crck re: nc=4 (mny crowns) ns=8 (mny sectors) nbcour =1 (mny crowns of dérffinement) Y X rning : The trnsltion process used on this website is "Mchine Trnsltion". It my be imprecise nd inccurte in whole or in prt nd is provided s convenience.

7 defult Titre : HPLP310 - Biblio_35 Fissure rdile interne dns u[...] Dte : 0/09/011 Pge : 7/15 Responsble : TRAN Vn Xun Clé : V Révision : Zoom of the fissured zone Zoom of the zone fissured with block of contct rning : The trnsltion process used on this website is "Mchine Trnsltion". It my be imprecise nd inccurte in whole or in prt nd is provided s convenience.

8 defult Titre : HPLP310 - Biblio_35 Fissure rdile interne dns u[...] Dte : 0/09/011 Pge : 8/15 Responsble : TRAN Vn Xun Clé : V Révision : 3.3 Sizes tested nd results Identifiction Reference Type of reference Tolernce, loding n 1, crown 0, neglected contct SOURCE_EXTERNE.0%, loding n 1, crown 1, neglected contct SOURCE_EXTERNE.0%, loding n 1, crown, neglected contct SOURCE_EXTERNE.0%, loding n 1, crown 3, neglected contct SOURCE_EXTERNE.0% Identifiction Reference Type of reference Tolernce, loding n, crown 0, neglected contct SOURCE_EXTERNE 7.0%, loding n, crown 1, neglected contct SOURCE_EXTERNE 7.0%, loding n, crown, neglected contct SOURCE_EXTERNE 7.0%, loding n, crown 3, neglected contct SOURCE_EXTERNE 7.0% Identifiction Reference Type of reference Tolernc e, loding n 3, contct, =0,33, crown 0 1,075E-3 SOURCE_EXTERNE 6.0%, loding n 3, contct, =0,335, crown 0 3,0187E-3 SOURCE_EXTERNE.5%, loding n 3, contct, =0,34, crown 0 5,4336E-3 SOURCE_EXTERNE 1.0%, loding n 3, contct, =0,345, crown 0 8,5865E-3 SOURCE_EXTERNE 4.0%, loding n 3, contct, =0,35, crown 0 1,075E- SOURCE_EXTERNE 4.0%, loding n 3, contct, =0,36, crown 0,1757E- SOURCE_EXTERNE 1.0% rning : The trnsltion process used on this website is "Mchine Trnsltion". It my be imprecise nd inccurte in whole or in prt nd is provided s convenience.

9 defult Titre : HPLP310 - Biblio_35 Fissure rdile interne dns u[...] Dte : 0/09/011 Pge : 9/15 Responsble : TRAN Vn Xun Clé : V Révision :, loding n 3, contct, =0,40, crown 0 6,6478E- SOURCE_EXTERNE 1.0% Identifiction Reference Type of reference Tolernce KI, loding n 3, contct, = 0.33, crown 1 1,075E-3 SOURCE_EXTERNE.0% KI, loding n 3, contct, = 0.335, crown 1 3,0187E-3 SOURCE_EXTERNE.0% KI, loding n 3, contct, = 0.34, crown 1 5,4336E-3 SOURCE_EXTERNE 1.0% KI, loding n 3, contct, = 0.345, crown 1 8,5865E-3 SOURCE_EXTERNE 4.0% KI, loding n 3, contct, = 0.35, crown 1 1,075E- SOURCE_EXTERNE 4.0% KI, loding n 3, contct, = 0.36, crown 1,1757E- SOURCE_EXTERNE 1.0% KI, loding n 3, contct, = 0.40, crown 1 6,6478E- SOURCE_EXTERNE 1.0% Identifiction Reference Type of reference Tolernce KI, loding n 3, contct, = 0.33, crown 1,075E-3 SOURCE_EXTERNE 4.5% KI, loding n 3, contct, = 0.335, crown 3,0187E-3 SOURCE_EXTERNE.0% KI, loding n 3, contct, = 0.34, crown 5,4336E-3 SOURCE_EXTERNE 1.0% KI, loding n 3, contct, = 0.345, crown 8,5865E-3 SOURCE_EXTERNE 4.0% KI, loding n 3, contct, = 0.35, crown 1,075E- SOURCE_EXTERNE 4.0% KI, loding n 3, contct, = 0.36, crown,1757e- SOURCE_EXTERNE 1.0% KI, loding n 3, contct, = 0.40, crown 6,6478E- SOURCE_EXTERNE 1.0% Identifiction Reference Type of reference Tolernce, loding n 3, contct, =0,335, crown 3 3,0187E-3 SOURCE_EXTERNE 3.0%, loding n 3, contct, =0,34, crown 3 5,4336E-3 SOURCE_EXTERNE 1.0%, loding n 3, contct, =0,345, crown 3 8,5865E-3 SOURCE_EXTERNE 4.0%, loding n 3, contct, =0,35, crown 3 1,075E-3 SOURCE_EXTERNE 4.0%, loding n 3, contct, =0,36, crown 3,1757E- SOURCE_EXTERNE 1.0%, loding n 3, contct, =0,40, crown 3 6,6478E- SOURCE_EXTERNE 1.0% rning : The trnsltion process used on this website is "Mchine Trnsltion". It my be imprecise nd inccurte in whole or in prt nd is provided s convenience.

10 defult Titre : HPLP310 - Biblio_35 Fissure rdile interne dns u[...] Dte : 0/09/011 Pge : 10/15 Responsble : TRAN Vn Xun Clé : V Révision : 3.4 Remrks The tbles below give the rte of refund of energy G for two vlues of the coefficient who correspond to nonthe seprtion of the lip of the crck. (There is seprtion of the lip for > 0,3 ). Identifiction Reference G ASTER G, loding n 3, contct, =0,30, crown G, loding n 3, contct, =0,30, crown G, loding n 3, contct, =0,30, crown G, loding n 3, contct, =0,30, crown Identifiction Reference G ASTER G, loding n 3, contct, =0,3, crown 0 0 1,17E-14 G, loding n 3, contct, =0,3, crown 1 0 3,6E-16 G, loding n 3, contct, =0,3, crown 0 1,0E-15 G, loding n 3, contct, =0,3, crown 3 0 4,3E-13 rning : The trnsltion process used on this website is "Mchine Trnsltion". It my be imprecise nd inccurte in whole or in prt nd is provided s convenience.

11 defult Titre : HPLP310 - Biblio_35 Fissure rdile interne dns u[...] Dte : 0/09/011 Pge : 11/15 Responsble : TRAN Vn Xun Clé : V Révision : 4 Modeling B 4.1 Chrcteristics of modeling The model consists of qudrngles with 8 nodes nd tringles with 6 nodes. It comprises 4877 nodes nd 1598 elements. 4. Chrcteristics of the grid Use of the procedure FISSD_V1. The topologicl prmeters concerning refinement round the bottom of crck re: nc=4 (mny crowns) ns=8 (mny sectors) nbcour =1 (mny crowns of dérffinement) Y X rning : The trnsltion process used on this website is "Mchine Trnsltion". It my be imprecise nd inccurte in whole or in prt nd is provided s convenience.

12 defult Titre : HPLP310 - Biblio_35 Fissure rdile interne dns u[...] Dte : 0/09/011 Pge : 1/15 Responsble : TRAN Vn Xun Clé : V Révision : Zoom of the fissured zone 4.3 Sizes tested nd results Identifiction Reference Type of reference Tolernce, loding n 1, crown 0, neglected contct SOURCE_EXTERNE.0%, loding n 1, crown 1, neglected contct SOURCE_EXTERNE.0%, loding n 1, crown, neglected contct SOURCE_EXTERNE.0%, loding n 1, crown 3, neglected contct SOURCE_EXTERNE.0% Identifiction Reference Type of reference Tolernce, loding n, crown 0, neglected contct SOURCE_EXTERNE 7.0%, loding n, crown 1, neglected contct SOURCE_EXTERNE 7.0% rning : The trnsltion process used on this website is "Mchine Trnsltion". It my be imprecise nd inccurte in whole or in prt nd is provided s convenience.

13 defult Titre : HPLP310 - Biblio_35 Fissure rdile interne dns u[...] Dte : 0/09/011 Pge : 13/15 Responsble : TRAN Vn Xun Clé : V Révision :, loding n, crown, neglected contct SOURCE_EXTERNE 7.0%, loding n, crown 3, neglected contct SOURCE_EXTERNE 7.0% Identifiction Reference Type of reference Tolernc e, loding n 3, contct, =0,33, crown 0 1,075E-3 SOURCE_EXTERNE 4.5%, loding n 3, contct, =0,335, crown 0 3,0187E-3 SOURCE_EXTERNE 3.0%, loding n 3, contct, =0,34, crown 0 5,4336E-3 SOURCE_EXTERNE 1.0%, loding n 3, contct, =0,345, crown 0 8,5865E-3 SOURCE_EXTERNE 4.0%, loding n 3, contct, =0,35, crown 0 1,075E- SOURCE_EXTERNE 4.0%, loding n 3, contct, =0,36, crown 0,1757E- SOURCE_EXTERNE 1.0%, loding n 3, contct, =0,40, crown 0 6,6478E- SOURCE_EXTERNE 1.0% Identifiction Reference Type of reference Tolernce KI, loding n 3, contct, = 0.33, crown 1 1,075E-3 SOURCE_EXTERNE 4.5% KI, loding n 3, contct, = 0.335, crown 1 3,0187E-3 SOURCE_EXTERNE 3.0% KI, loding n 3, contct, = 0.34, crown 1 5,4336E-3 SOURCE_EXTERNE 1.0% KI, loding n 3, contct, = 0.345, crown 1 8,5865E-3 SOURCE_EXTERNE 4.0% KI, loding n 3, contct, = 0.35, crown 1 1,075E- SOURCE_EXTERNE 4.0% KI, loding n 3, contct, = 0.36, crown 1,1757E- SOURCE_EXTERNE 1.0% KI, loding n 3, contct, = 0.40, crown 1 6,6478E- SOURCE_EXTERNE 1.0% Identifiction Reference Type of reference Tolernce KI, loding n 3, contct, = 0.33, crown 1,075E-3 SOURCE_EXTERNE 4.5% KI, loding n 3, contct, = 0.335, crown 3,0187E-3 SOURCE_EXTERNE 3.0% KI, loding n 3, contct, = 0.34, crown 5,4336E-3 SOURCE_EXTERNE 1.0% KI, loding n 3, contct, = 0.345, crown 8,5865E-3 SOURCE_EXTERNE 4.0% KI, loding n 3, contct, = 0.35, crown 1,075E- SOURCE_EXTERNE 4.0% KI, loding n 3, contct, = 0.36, crown,1757e- SOURCE_EXTERNE 1.0% KI, loding n 3, contct, = 0.40, crown 6,6478E- SOURCE_EXTERNE 1.0% Identifiction Reference Type of reference Tolernce, loding n 3, contct, =0,335, crown 3 3,0187E-3 SOURCE_EXTERNE 3.0%, loding n 3, contct, =0,34, crown 3 5,4336E-3 SOURCE_EXTERNE 1.0%, loding n 3, contct, =0,345, crown 3 8,5865E-3 SOURCE_EXTERNE 4.0%, loding n 3, contct, =0,35, crown 3 1,075E-3 SOURCE_EXTERNE 4.0%, loding n 3, contct, =0,36, crown 3,1757E- SOURCE_EXTERNE 1.0%, loding n 3, contct, =0,40, crown 3 6,6478E- SOURCE_EXTERNE 1.0% 4.4 Remrks The tbles below give the rte of refund of energy G for two vlues of the coefficient who correspond to nonthe seprtion of the lip of the crck. (There is seprtion of the lip for 0,3 ). rning : The trnsltion process used on this website is "Mchine Trnsltion". It my be imprecise nd inccurte in whole or in prt nd is provided s convenience.

14 defult Titre : HPLP310 - Biblio_35 Fissure rdile interne dns u[...] Dte : 0/09/011 Pge : 14/15 Responsble : TRAN Vn Xun Clé : V Révision : Identifiction Reference G ASTER G, loding n 3, contct, =0,30, crown G, loding n 3, contct, =0,30, crown G, loding n 3, contct, =0,30, crown G, loding n 3, contct, =0,30, crown Identifiction Reference G ASTER G, loding n 3, contct, =0,3, crown 0 0 1,17E-14 G, loding n 3, contct, =0,3, crown 1 0 3,6E-16 G, loding n 3, contct, =0,3, crown 0 1,0E-15 G, loding n 3, contct, =0,3, crown 3 0 4,3E-13 rning : The trnsltion process used on this website is "Mchine Trnsltion". It my be imprecise nd inccurte in whole or in prt nd is provided s convenience.

15 defult Titre : HPLP310 - Biblio_35 Fissure rdile interne dns u[...] Dte : 0/09/011 Pge : 15/15 Responsble : TRAN Vn Xun Clé : V Révision : 5 Summry of the results The clcultion of G is correct in ll the cses, including for completely closed crck. Modelings with block of contct nd unilterl connection give similr results. rning : The trnsltion process used on this website is "Mchine Trnsltion". It my be imprecise nd inccurte in whole or in prt nd is provided s convenience.

ENERGY-BASED METHOD FOR GAS TURBINE ENGINE DISK BURST SPEED CALCULATION

ENERGY-BASED METHOD FOR GAS TURBINE ENGINE DISK BURST SPEED CALCULATION 28 TH INTERNATIONAL CONGRESS OF THE AERONAUTICAL SCIENCES ENERGY-BASED METHOD FOR GAS TURBINE ENGINE DISK BURST SPEED CALCULATION Anton N. Servetnik Centrl Institute of Avition Motors, Moscow, Russi servetnik@cim.ru

More information

1 Bending of a beam with a rectangular section

1 Bending of a beam with a rectangular section 1 Bending of bem with rectngulr section x3 Episseur b M x 2 x x 1 2h M Figure 1 : Geometry of the bem nd pplied lod The bem in figure 1 hs rectngur section (thickness 2h, width b. The pplied lod is pure

More information

KINEMATICS OF RIGID BODIES

KINEMATICS OF RIGID BODIES KINEMTICS OF RIGID ODIES Introduction In rigid body kinemtics, e use the reltionships governing the displcement, velocity nd ccelertion, but must lso ccount for the rottionl motion of the body. Description

More information

Energy creation in a moving solenoid? Abstract

Energy creation in a moving solenoid? Abstract Energy cretion in moving solenoid? Nelson R. F. Brg nd Rnieri V. Nery Instituto de Físic, Universidde Federl do Rio de Jneiro, Cix Postl 68528, RJ 21941-972 Brzil Abstrct The electromgnetic energy U em

More information

Jackson 2.26 Homework Problem Solution Dr. Christopher S. Baird University of Massachusetts Lowell

Jackson 2.26 Homework Problem Solution Dr. Christopher S. Baird University of Massachusetts Lowell Jckson 2.26 Homework Problem Solution Dr. Christopher S. Bird University of Msschusetts Lowell PROBLEM: The two-dimensionl region, ρ, φ β, is bounded by conducting surfces t φ =, ρ =, nd φ = β held t zero

More information

Chapter 5 Bending Moments and Shear Force Diagrams for Beams

Chapter 5 Bending Moments and Shear Force Diagrams for Beams Chpter 5 ending Moments nd Sher Force Digrms for ems n ddition to illy loded brs/rods (e.g. truss) nd torsionl shfts, the structurl members my eperience some lods perpendiculr to the is of the bem nd will

More information

Module 1. Energy Methods in Structural Analysis

Module 1. Energy Methods in Structural Analysis Module 1 Energy Methods in Structurl Anlysis Lesson 4 Theorem of Lest Work Instructionl Objectives After reding this lesson, the reder will be ble to: 1. Stte nd prove theorem of Lest Work.. Anlyse stticlly

More information

Consequently, the temperature must be the same at each point in the cross section at x. Let:

Consequently, the temperature must be the same at each point in the cross section at x. Let: HW 2 Comments: L1-3. Derive the het eqution for n inhomogeneous rod where the therml coefficients used in the derivtion of the het eqution for homogeneous rod now become functions of position x in the

More information

1 1D heat and wave equations on a finite interval

1 1D heat and wave equations on a finite interval 1 1D het nd wve equtions on finite intervl In this section we consider generl method of seprtion of vribles nd its pplictions to solving het eqution nd wve eqution on finite intervl ( 1, 2. Since by trnsltion

More information

1.1. Linear Constant Coefficient Equations. Remark: A differential equation is an equation

1.1. Linear Constant Coefficient Equations. Remark: A differential equation is an equation 1 1.1. Liner Constnt Coefficient Equtions Section Objective(s): Overview of Differentil Equtions. Liner Differentil Equtions. Solving Liner Differentil Equtions. The Initil Vlue Problem. 1.1.1. Overview

More information

DYNAMIC EARTH PRESSURE SIMULATION BY SINGLE DEGREE OF FREEDOM SYSTEM

DYNAMIC EARTH PRESSURE SIMULATION BY SINGLE DEGREE OF FREEDOM SYSTEM 13 th World Conference on Erthque Engineering Vncouver, B.C., Cnd August 1-6, 2004 per No. 2663 DYNAMIC EARTH RESSURE SIMULATION BY SINGLE DEGREE OF FREEDOM SYSTEM Arsln GHAHRAMANI 1, Seyyed Ahmd ANVAR

More information

DIRECT CURRENT CIRCUITS

DIRECT CURRENT CIRCUITS DRECT CURRENT CUTS ELECTRC POWER Consider the circuit shown in the Figure where bttery is connected to resistor R. A positive chrge dq will gin potentil energy s it moves from point to point b through

More information

An inverse steady state thermal stresses in a thin clamped circular plate with internal heat generation

An inverse steady state thermal stresses in a thin clamped circular plate with internal heat generation Americn Journl of Engineering Reserch (AJER) e-issn : 2320-0847 p-issn : 2320-0936 Volume-02, Issue-10, pp-276-281 www.jer.org Reserch Pper Open Access An inverse stedy stte therml stresses in thin clmped

More information

MAC-solutions of the nonexistent solutions of mathematical physics

MAC-solutions of the nonexistent solutions of mathematical physics Proceedings of the 4th WSEAS Interntionl Conference on Finite Differences - Finite Elements - Finite Volumes - Boundry Elements MAC-solutions of the nonexistent solutions of mthemticl physics IGO NEYGEBAUE

More information

Math 1B, lecture 4: Error bounds for numerical methods

Math 1B, lecture 4: Error bounds for numerical methods Mth B, lecture 4: Error bounds for numericl methods Nthn Pflueger 4 September 0 Introduction The five numericl methods descried in the previous lecture ll operte by the sme principle: they pproximte the

More information

Explain shortly the meaning of the following eight words in relation to shells structures.

Explain shortly the meaning of the following eight words in relation to shells structures. Delft University of Technology Fculty of Civil Engineering nd Geosciences Structurl Mechnics Section Write your nme nd study number t the top right-hnd of your work. Exm CIE4143 Shell Anlysis Tuesdy 15

More information

A - INTRODUCTION AND OVERVIEW

A - INTRODUCTION AND OVERVIEW MMJ5 COMPUTATIONAL METHOD IN SOLID MECHANICS A - INTRODUCTION AND OVERVIEW INTRODUCTION AND OVERVIEW M.N. Tmin, CSMLb, UTM MMJ5 COMPUTATIONAL METHOD IN SOLID MECHANICS Course Content: A INTRODUCTION AND

More information

Job No. Sheet 1 of 8 Rev B. Made by IR Date Aug Checked by FH/NB Date Oct Revised by MEB Date April 2006

Job No. Sheet 1 of 8 Rev B. Made by IR Date Aug Checked by FH/NB Date Oct Revised by MEB Date April 2006 Job o. Sheet 1 of 8 Rev B 10, Route de Limours -78471 St Rémy Lès Chevreuse Cedex rnce Tel : 33 (0)1 30 85 5 00 x : 33 (0)1 30 5 75 38 CLCULTO SHEET Stinless Steel Vloristion Project Design Exmple 5 Welded

More information

Shear and torsion interaction of hollow core slabs

Shear and torsion interaction of hollow core slabs Competitive nd Sustinble Growth Contrct Nº G6RD-CT--6 Sher nd torsion interction of hollow core slbs HOLCOTORS Technicl Report, Rev. Anlyses of hollow core floors December The content of the present publiction

More information

Conservation Law. Chapter Goal. 5.2 Theory

Conservation Law. Chapter Goal. 5.2 Theory Chpter 5 Conservtion Lw 5.1 Gol Our long term gol is to understnd how mny mthemticl models re derived. We study how certin quntity chnges with time in given region (sptil domin). We first derive the very

More information

KINEMATICS OF RIGID BODIES

KINEMATICS OF RIGID BODIES KINEMTICS OF RIGI OIES Introduction In rigid body kinemtics, e use the reltionships governing the displcement, velocity nd ccelertion, but must lso ccount for the rottionl motion of the body. escription

More information

A Brief Note on Quasi Static Thermal Stresses In A Thin Rectangular Plate With Internal Heat Generation

A Brief Note on Quasi Static Thermal Stresses In A Thin Rectangular Plate With Internal Heat Generation Americn Journl of Engineering Reserch (AJER) 13 Americn Journl of Engineering Reserch (AJER) e-issn : 3-847 p-issn : 3-936 Volume-, Issue-1, pp-388-393 www.jer.org Reserch Pper Open Access A Brief Note

More information

Study on the Calculation of Magnetic Force Based on the Equivalent Magnetic Charge Method

Study on the Calculation of Magnetic Force Based on the Equivalent Magnetic Charge Method Avilble online t www.sciencedirect.com Physics Procedi 4 () 9 97 Interntionl Conference on Applied Physics nd Industril Engineering Study on the Clcultion of Mgnetic Force Bsed on the Equivlent Mgnetic

More information

DETERMINATION OF MECHANICAL PROPERTIES OF NANOSTRUCTURES WITH COMPLEX CRYSTAL LATTICE USING MOMENT INTERACTION AT MICROSCALE

DETERMINATION OF MECHANICAL PROPERTIES OF NANOSTRUCTURES WITH COMPLEX CRYSTAL LATTICE USING MOMENT INTERACTION AT MICROSCALE Determintion RevAdvMterSci of mechnicl 0(009) -7 properties of nnostructures with complex crystl lttice using DETERMINATION OF MECHANICAL PROPERTIES OF NANOSTRUCTURES WITH COMPLEX CRYSTAL LATTICE USING

More information

The Basic Functional 2 1

The Basic Functional 2 1 2 The Bsic Functionl 2 1 Chpter 2: THE BASIC FUNCTIONAL TABLE OF CONTENTS Pge 2.1 Introduction..................... 2 3 2.2 The First Vrition.................. 2 3 2.3 The Euler Eqution..................

More information

Tests for the Ratio of Two Poisson Rates

Tests for the Ratio of Two Poisson Rates Chpter 437 Tests for the Rtio of Two Poisson Rtes Introduction The Poisson probbility lw gives the probbility distribution of the number of events occurring in specified intervl of time or spce. The Poisson

More information

Numerical Study Of Coated Electrical Contacts

Numerical Study Of Coated Electrical Contacts Excerpt from the Proceedings of the COMSOL Conference 21 Pris Numericl Study Of Coted Electricl Contcts Per Lindholm Mchine Design KTH Brinellvägen 83 SE-144 Stockholm per@md.kth.se Abstrct: Electricl

More information

Module 2. Analysis of Statically Indeterminate Structures by the Matrix Force Method. Version 2 CE IIT, Kharagpur

Module 2. Analysis of Statically Indeterminate Structures by the Matrix Force Method. Version 2 CE IIT, Kharagpur Module Anlysis of Stticlly Indeterminte Structures by the Mtrix Force Method Version CE IIT, Khrgpur esson 8 The Force Method of Anlysis: Bems Version CE IIT, Khrgpur Instructionl Objectives After reding

More information

3.1 Exponential Functions and Their Graphs

3.1 Exponential Functions and Their Graphs . Eponentil Functions nd Their Grphs Sllbus Objective: 9. The student will sketch the grph of eponentil, logistic, or logrithmic function. 9. The student will evlute eponentil or logrithmic epressions.

More information

Math 124A October 04, 2011

Math 124A October 04, 2011 Mth 4A October 04, 0 Viktor Grigoryn 4 Vibrtions nd het flow In this lecture we will derive the wve nd het equtions from physicl principles. These re second order constnt coefficient liner PEs, which model

More information

REGULARITY OF NONLOCAL MINIMAL CONES IN DIMENSION 2

REGULARITY OF NONLOCAL MINIMAL CONES IN DIMENSION 2 EGULAITY OF NONLOCAL MINIMAL CONES IN DIMENSION 2 OVIDIU SAVIN AND ENICO VALDINOCI Abstrct. We show tht the only nonlocl s-miniml cones in 2 re the trivil ones for ll s 0, 1). As consequence we obtin tht

More information

Physics 116C Solution of inhomogeneous ordinary differential equations using Green s functions

Physics 116C Solution of inhomogeneous ordinary differential equations using Green s functions Physics 6C Solution of inhomogeneous ordinry differentil equtions using Green s functions Peter Young November 5, 29 Homogeneous Equtions We hve studied, especilly in long HW problem, second order liner

More information

Forces from Strings Under Tension A string under tension medites force: the mgnitude of the force from section of string is the tension T nd the direc

Forces from Strings Under Tension A string under tension medites force: the mgnitude of the force from section of string is the tension T nd the direc Physics 170 Summry of Results from Lecture Kinemticl Vribles The position vector ~r(t) cn be resolved into its Crtesin components: ~r(t) =x(t)^i + y(t)^j + z(t)^k. Rtes of Chnge Velocity ~v(t) = d~r(t)=

More information

13.4 Work done by Constant Forces

13.4 Work done by Constant Forces 13.4 Work done by Constnt Forces We will begin our discussion of the concept of work by nlyzing the motion of n object in one dimension cted on by constnt forces. Let s consider the following exmple: push

More information

STRESS INTENSITY FACTORS AND FATIGUE CRACK GROWTH OF IRREGULAR PLANAR CRACKS SUBJECTED TO ARBITRARY MODE I STRESS FIELDS

STRESS INTENSITY FACTORS AND FATIGUE CRACK GROWTH OF IRREGULAR PLANAR CRACKS SUBJECTED TO ARBITRARY MODE I STRESS FIELDS STRESS INTENSITY FCTORS ND FTIGUE CRCK GROWTH OF IRREGULR PLNR CRCKS SUBJECTED TO RBITRRY MODE I STRESS FIELDS Grzegorz GLINK University of Wterloo Deprtment of Mechnicl nd Mechtronics Engineering Wterloo.

More information

Rolling Contact Bearings (pg 599)

Rolling Contact Bearings (pg 599) Bering V9.xmcd [Pg / 6] Title [234] The Units used s stndrd: m, kg, N, P, sec, wtts N, kg, m, P, sec/min, wtts/kw Rolling Contct Berings (pg 599) This note is only guideline for using the text book. Detiled

More information

13: Diffusion in 2 Energy Groups

13: Diffusion in 2 Energy Groups 3: Diffusion in Energy Groups B. Rouben McMster University Course EP 4D3/6D3 Nucler Rector Anlysis (Rector Physics) 5 Sept.-Dec. 5 September Contents We study the diffusion eqution in two energy groups

More information

The graphs of Rational Functions

The graphs of Rational Functions Lecture 4 5A: The its of Rtionl Functions s x nd s x + The grphs of Rtionl Functions The grphs of rtionl functions hve severl differences compred to power functions. One of the differences is the behvior

More information

Design Data 1M. Highway Live Loads on Concrete Pipe

Design Data 1M. Highway Live Loads on Concrete Pipe Design Dt 1M Highwy Live Lods on Concrete Pipe Foreword Thick, high-strength pvements designed for hevy truck trffic substntilly reduce the pressure trnsmitted through wheel to the subgrde nd consequently,

More information

Contact Analysis on Large Negative Clearance Four-point Contact Ball Bearing

Contact Analysis on Large Negative Clearance Four-point Contact Ball Bearing Avilble online t www.sciencedirect.co rocedi ngineering 7 0 74 78 The Second SR Conference on ngineering Modelling nd Siultion CMS 0 Contct Anlysis on Lrge Negtive Clernce Four-point Contct Bll Bering

More information

1.2. Linear Variable Coefficient Equations. y + b "! = a y + b " Remark: The case b = 0 and a non-constant can be solved with the same idea as above.

1.2. Linear Variable Coefficient Equations. y + b ! = a y + b  Remark: The case b = 0 and a non-constant can be solved with the same idea as above. 1 12 Liner Vrible Coefficient Equtions Section Objective(s): Review: Constnt Coefficient Equtions Solving Vrible Coefficient Equtions The Integrting Fctor Method The Bernoulli Eqution 121 Review: Constnt

More information

Chapter 5 Weight function method

Chapter 5 Weight function method Chpter 5 Weight function method The weight functions re powerful method in liner elstic frcture mechnics (Anderson, 1995; Td, Pris & rwin, 2). nitilly they were used for clculting the. The underlying hypothesis

More information

MATH SS124 Sec 39 Concepts summary with examples

MATH SS124 Sec 39 Concepts summary with examples This note is mde for students in MTH124 Section 39 to review most(not ll) topics I think we covered in this semester, nd there s exmples fter these concepts, go over this note nd try to solve those exmples

More information

CONTRIBUTION TO THE EXTENDED DYNAMIC PLANE SOURCE METHOD

CONTRIBUTION TO THE EXTENDED DYNAMIC PLANE SOURCE METHOD CONTRIBUTION TO THE EXTENDED DYNAMIC PLANE SOURCE METHOD Svetozár Mlinrič Deprtment of Physics, Fculty of Nturl Sciences, Constntine the Philosopher University, Tr. A. Hlinku, SK-949 74 Nitr, Slovki Emil:

More information

ELE B7 Power Systems Engineering. Power System Components Modeling

ELE B7 Power Systems Engineering. Power System Components Modeling Power Systems Engineering Power System Components Modeling Section III : Trnsformer Model Power Trnsformers- CONSTRUCTION Primry windings, connected to the lternting voltge source; Secondry windings, connected

More information

New Expansion and Infinite Series

New Expansion and Infinite Series Interntionl Mthemticl Forum, Vol. 9, 204, no. 22, 06-073 HIKARI Ltd, www.m-hikri.com http://dx.doi.org/0.2988/imf.204.4502 New Expnsion nd Infinite Series Diyun Zhng College of Computer Nnjing University

More information

5.3 Nonlinear stability of Rayleigh-Bénard convection

5.3 Nonlinear stability of Rayleigh-Bénard convection 118 5.3 Nonliner stbility of Ryleigh-Bénrd convection In Chpter 1, we sw tht liner stbility only tells us whether system is stble or unstble to infinitesimlly-smll perturbtions, nd tht there re cses in

More information

13.3. The Area Bounded by a Curve. Introduction. Prerequisites. Learning Outcomes

13.3. The Area Bounded by a Curve. Introduction. Prerequisites. Learning Outcomes The Are Bounded b Curve 3.3 Introduction One of the importnt pplictions of integrtion is to find the re bounded b curve. Often such n re cn hve phsicl significnce like the work done b motor, or the distnce

More information

Intro to Nuclear and Particle Physics (5110)

Intro to Nuclear and Particle Physics (5110) Intro to Nucler nd Prticle Physics (5110) Feb, 009 The Nucler Mss Spectrum The Liquid Drop Model //009 1 E(MeV) n n(n-1)/ E/[ n(n-1)/] (MeV/pir) 1 C 16 O 0 Ne 4 Mg 7.7 14.44 19.17 8.48 4 5 6 6 10 15.4.41

More information

Physics 1402: Lecture 7 Today s Agenda

Physics 1402: Lecture 7 Today s Agenda 1 Physics 1402: Lecture 7 Tody s gend nnouncements: Lectures posted on: www.phys.uconn.edu/~rcote/ HW ssignments, solutions etc. Homework #2: On Msterphysics tody: due Fridy Go to msteringphysics.com Ls:

More information

ANALYSIS OF MECHANICAL PROPERTIES OF COMPOSITE SANDWICH PANELS WITH FILLERS

ANALYSIS OF MECHANICAL PROPERTIES OF COMPOSITE SANDWICH PANELS WITH FILLERS ANALYSIS OF MECHANICAL PROPERTIES OF COMPOSITE SANDWICH PANELS WITH FILLERS A. N. Anoshkin *, V. Yu. Zuiko, A.V.Glezmn Perm Ntionl Reserch Polytechnic University, 29, Komsomolski Ave., Perm, 614990, Russi

More information

STPSC16H065A. 650 V power Schottky silicon carbide rectifier. Datasheet. Features. Applications. Description

STPSC16H065A. 650 V power Schottky silicon carbide rectifier. Datasheet. Features. Applications. Description Dtsheet 65 V power Schottky silicon crbide rectifier NC A TO-247 K A K NC Fetures No or negligible reverse recovery Temperture independent switching behvior High forwrd surge cpbility Operting T j from

More information

Remarks to the H-mode workshop paper

Remarks to the H-mode workshop paper 2 nd ITPA Confinement Dtbse nd Modeling Topicl Group Meeting, Mrch 11-14, 2002, Princeton Remrks to the H-mode workshop pper The development of two-term model for the confinement in ELMy H-modes using

More information

9.4. The Vector Product. Introduction. Prerequisites. Learning Outcomes

9.4. The Vector Product. Introduction. Prerequisites. Learning Outcomes The Vector Product 9.4 Introduction In this section we descrie how to find the vector product of two vectors. Like the sclr product its definition my seem strnge when first met ut the definition is chosen

More information

QUANTUM CHEMISTRY. Hückel Molecular orbital Theory Application PART I PAPER:2, PHYSICAL CHEMISTRY-I

QUANTUM CHEMISTRY. Hückel Molecular orbital Theory Application PART I PAPER:2, PHYSICAL CHEMISTRY-I Subject PHYSICAL Pper No nd Title TOPIC Sub-Topic (if ny) Module No., PHYSICAL -II QUANTUM Hückel Moleculr orbitl Theory CHE_P_M3 PAPER:, PHYSICAL -I MODULE: 3, Hückel Moleculr orbitl Theory TABLE OF CONTENTS.

More information

How can we approximate the area of a region in the plane? What is an interpretation of the area under the graph of a velocity function?

How can we approximate the area of a region in the plane? What is an interpretation of the area under the graph of a velocity function? Mth 125 Summry Here re some thoughts I ws hving while considering wht to put on the first midterm. The core of your studying should be the ssigned homework problems: mke sure you relly understnd those

More information

Lesson 1: Quadratic Equations

Lesson 1: Quadratic Equations Lesson 1: Qudrtic Equtions Qudrtic Eqution: The qudrtic eqution in form is. In this section, we will review 4 methods of qudrtic equtions, nd when it is most to use ech method. 1. 3.. 4. Method 1: Fctoring

More information

CRACK RESISTANCE DETERMINATION FROM THE CHARPY IMPACT TEST

CRACK RESISTANCE DETERMINATION FROM THE CHARPY IMPACT TEST CACK ESISTANCE DETEMINATION FOM THE CHAPY IMPACT TEST. Choudi nd J.L. Puzzolnte SCK CEN Boeretng 4 Mol, Belgium ABSTACT Mny engineers nd scientists investigted the possibility to correlte Chrpy impct energy

More information

THERMAL EXPANSION COEFFICIENT OF WATER FOR VOLUMETRIC CALIBRATION

THERMAL EXPANSION COEFFICIENT OF WATER FOR VOLUMETRIC CALIBRATION XX IMEKO World Congress Metrology for Green Growth September 9,, Busn, Republic of Kore THERMAL EXPANSION COEFFICIENT OF WATER FOR OLUMETRIC CALIBRATION Nieves Medin Hed of Mss Division, CEM, Spin, mnmedin@mityc.es

More information

Freely propagating jet

Freely propagating jet Freely propgting jet Introduction Gseous rectnts re frequently introduced into combustion chmbers s jets. Chemicl, therml nd flow processes tht re tking plce in the jets re so complex tht nlyticl description

More information

Ordinary differential equations

Ordinary differential equations Ordinry differentil equtions Introduction to Synthetic Biology E Nvrro A Montgud P Fernndez de Cordob JF Urchueguí Overview Introduction-Modelling Bsic concepts to understnd n ODE. Description nd properties

More information

MIXED MODELS (Sections ) I) In the unrestricted model, interactions are treated as in the random effects model:

MIXED MODELS (Sections ) I) In the unrestricted model, interactions are treated as in the random effects model: 1 2 MIXED MODELS (Sections 17.7 17.8) Exmple: Suppose tht in the fiber breking strength exmple, the four mchines used were the only ones of interest, but the interest ws over wide rnge of opertors, nd

More information

Line Integrals. Partitioning the Curve. Estimating the Mass

Line Integrals. Partitioning the Curve. Estimating the Mass Line Integrls Suppose we hve curve in the xy plne nd ssocite density δ(p ) = δ(x, y) t ech point on the curve. urves, of course, do not hve density or mss, but it my sometimes be convenient or useful to

More information

4. Calculus of Variations

4. Calculus of Variations 4. Clculus of Vritions Introduction - Typicl Problems The clculus of vritions generlises the theory of mxim nd minim. Exmple (): Shortest distnce between two points. On given surfce (e.g. plne), nd the

More information

Families of Solutions to Bernoulli ODEs

Families of Solutions to Bernoulli ODEs In the fmily of solutions to the differentil eqution y ry dx + = it is shown tht vrition of the initil condition y( 0 = cuses horizontl shift in the solution curve y = f ( x, rther thn the verticl shift

More information

INTRODUCTION. The three general approaches to the solution of kinetics problems are:

INTRODUCTION. The three general approaches to the solution of kinetics problems are: INTRODUCTION According to Newton s lw, prticle will ccelerte when it is subjected to unblnced forces. Kinetics is the study of the reltions between unblnced forces nd the resulting chnges in motion. The

More information

Studies on Nuclear Fuel Rod Thermal Performance

Studies on Nuclear Fuel Rod Thermal Performance Avilble online t www.sciencedirect.com Energy Procedi 1 (1) 1 17 Studies on Nucler Fuel od herml Performnce Eskndri, M.1; Bvndi, A ; Mihndoost, A3* 1 Deprtment of Physics, Islmic Azd University, Shirz

More information

Partial Differential Equations

Partial Differential Equations Prtil Differentil Equtions Notes by Robert Piché, Tmpere University of Technology reen s Functions. reen s Function for One-Dimensionl Eqution The reen s function provides complete solution to boundry

More information

Sturm-Liouville Eigenvalue problem: Let p(x) > 0, q(x) 0, r(x) 0 in I = (a, b). Here we assume b > a. Let X C 2 1

Sturm-Liouville Eigenvalue problem: Let p(x) > 0, q(x) 0, r(x) 0 in I = (a, b). Here we assume b > a. Let X C 2 1 Ch.4. INTEGRAL EQUATIONS AND GREEN S FUNCTIONS Ronld B Guenther nd John W Lee, Prtil Differentil Equtions of Mthemticl Physics nd Integrl Equtions. Hildebrnd, Methods of Applied Mthemtics, second edition

More information

Kinematic Waves. These are waves which result from the conservation equation. t + I = 0. (2)

Kinematic Waves. These are waves which result from the conservation equation. t + I = 0. (2) Introduction Kinemtic Wves These re wves which result from the conservtion eqution E t + I = 0 (1) where E represents sclr density field nd I, its outer flux. The one-dimensionl form of (1) is E t + I

More information

Chapter H1: Introduction, Heat Equation

Chapter H1: Introduction, Heat Equation Nme Due Dte: Problems re collected on Wednesdy. Mth 3150 Problems Hbermn Chpter H1 Submitted work. Plese submit one stpled pckge per problem set. Lbel ech problem with its corresponding problem number,

More information

Higher Checklist (Unit 3) Higher Checklist (Unit 3) Vectors

Higher Checklist (Unit 3) Higher Checklist (Unit 3) Vectors Vectors Skill Achieved? Know tht sclr is quntity tht hs only size (no direction) Identify rel-life exmples of sclrs such s, temperture, mss, distnce, time, speed, energy nd electric chrge Know tht vector

More information

Space Curves. Recall the parametric equations of a curve in xy-plane and compare them with parametric equations of a curve in space.

Space Curves. Recall the parametric equations of a curve in xy-plane and compare them with parametric equations of a curve in space. Clculus 3 Li Vs Spce Curves Recll the prmetric equtions of curve in xy-plne nd compre them with prmetric equtions of curve in spce. Prmetric curve in plne x = x(t) y = y(t) Prmetric curve in spce x = x(t)

More information

Measuring Electron Work Function in Metal

Measuring Electron Work Function in Metal n experiment of the Electron topic Mesuring Electron Work Function in Metl Instructor: 梁生 Office: 7-318 Emil: shling@bjtu.edu.cn Purposes 1. To understnd the concept of electron work function in metl nd

More information

The use of a so called graphing calculator or programmable calculator is not permitted. Simple scientific calculators are allowed.

The use of a so called graphing calculator or programmable calculator is not permitted. Simple scientific calculators are allowed. ERASMUS UNIVERSITY ROTTERDAM Informtion concerning the Entrnce exmintion Mthemtics level 1 for Interntionl Bchelor in Communiction nd Medi Generl informtion Avilble time: 2 hours 30 minutes. The exmintion

More information

ES 247 Fracture Mechanics Zhigang Suo

ES 247 Fracture Mechanics  Zhigang Suo Crck Bridging Lecture Lecture 1 (http://imechnicorg/node/7948) introduced the crck bridging model The model is lso known s the cohesive-zone model, the Brenbltt model, or the Dugdle model The model consists

More information

We partition C into n small arcs by forming a partition of [a, b] by picking s i as follows: a = s 0 < s 1 < < s n = b.

We partition C into n small arcs by forming a partition of [a, b] by picking s i as follows: a = s 0 < s 1 < < s n = b. Mth 255 - Vector lculus II Notes 4.2 Pth nd Line Integrls We begin with discussion of pth integrls (the book clls them sclr line integrls). We will do this for function of two vribles, but these ides cn

More information

) 4n+2 sin[(4n + 2)φ] n=0. a n ρ n sin(nφ + α n ) + b n ρ n sin(nφ + β n ) n=1. n=1. [A k ρ k cos(kφ) + B k ρ k sin(kφ)] (1) 2 + k=1

) 4n+2 sin[(4n + 2)φ] n=0. a n ρ n sin(nφ + α n ) + b n ρ n sin(nφ + β n ) n=1. n=1. [A k ρ k cos(kφ) + B k ρ k sin(kφ)] (1) 2 + k=1 Physics 505 Fll 2007 Homework Assignment #3 Solutions Textbook problems: Ch. 2: 2.4, 2.5, 2.22, 2.23 2.4 A vrint of the preceeding two-dimensionl problem is long hollow conducting cylinder of rdius b tht

More information

THE INTERVAL LATTICE BOLTZMANN METHOD FOR TRANSIENT HEAT TRANSFER IN A SILICON THIN FILM

THE INTERVAL LATTICE BOLTZMANN METHOD FOR TRANSIENT HEAT TRANSFER IN A SILICON THIN FILM ROMAI J., v.9, no.2(2013), 173 179 THE INTERVAL LATTICE BOLTZMANN METHOD FOR TRANSIENT HEAT TRANSFER IN A SILICON THIN FILM Alicj Piseck-Belkhyt, Ann Korczk Institute of Computtionl Mechnics nd Engineering,

More information

Aike ikx Bike ikx. = 2k. solving for. A = k iκ

Aike ikx Bike ikx. = 2k. solving for. A = k iκ LULEÅ UNIVERSITY OF TECHNOLOGY Division of Physics Solution to written exm in Quntum Physics F0047T Exmintion dte: 06-03-5 The solutions re just suggestions. They my contin severl lterntive routes.. Sme/similr

More information

Applications of Bernoulli s theorem. Lecture - 7

Applications of Bernoulli s theorem. Lecture - 7 Applictions of Bernoulli s theorem Lecture - 7 Prcticl Applictions of Bernoulli s Theorem The Bernoulli eqution cn be pplied to gret mny situtions not just the pipe flow we hve been considering up to now.

More information

Miller indices and Family of the Planes

Miller indices and Family of the Planes SOLID4 Miller Indices ltest Fmily of Plnes nd Miller indices; Miller indices nd Fmily of the Plnes The geometricl fetures of the crystls represented by lttice points re clled Rtionl. Thus lttice point

More information

A ROTATING DISC IN CONSTANT PURE SHEAR BY S. KUMAR AND C. V. JOGA RAO

A ROTATING DISC IN CONSTANT PURE SHEAR BY S. KUMAR AND C. V. JOGA RAO A ROTATING DISC IN CONSTANT PURE SHEAR BY S. KUMAR AND C. V. JOGA RAO (Deprtment of Aeronuticl Engineering, Indin Institute of Science, Bnglore-3) Received April 25, 1954 SUMMARY The disc of constnt pure

More information

MATH34032: Green s Functions, Integral Equations and the Calculus of Variations 1

MATH34032: Green s Functions, Integral Equations and the Calculus of Variations 1 MATH34032: Green s Functions, Integrl Equtions nd the Clculus of Vritions 1 Section 1 Function spces nd opertors Here we gives some brief detils nd definitions, prticulrly relting to opertors. For further

More information

Stress distribution in elastic isotropic semi-space with concentrated vertical force

Stress distribution in elastic isotropic semi-space with concentrated vertical force Bulgrin Chemicl Communictions Volume Specil Issue pp. 4 9 Stress distribution in elstic isotropic semi-spce with concentrted verticl force L. B. Petrov Deprtment of Mechnics Todor Kbleshkov Universit of

More information

SUPPLEMENTARY INFORMATION

SUPPLEMENTARY INFORMATION DOI:.38/NMAT343 Hybrid Elstic olids Yun Li, Ying Wu, Ping heng, Zho-Qing Zhng* Deprtment of Physics, Hong Kong University of cience nd Technology Cler Wter By, Kowloon, Hong Kong, Chin E-mil: phzzhng@ust.hk

More information

Comparative Investigation of Trial load and Finite Element Methods in Analysis of Arch Dams

Comparative Investigation of Trial load and Finite Element Methods in Analysis of Arch Dams omprtive Investigtion of ril lod nd Finite Element ethods in Anlysis of Arch Dms Vhid Nourni Abstrct: Becuse of importnt role of dms nd dm construction in humn life, in the present pper the method of nlysis

More information

ISSN. on Ansys. School of. of Shanghai. and. for Science. Abstract This paper. shield bracket. excavation begins, the. the tunneling.

ISSN. on Ansys. School of. of Shanghai. and. for Science. Abstract This paper. shield bracket. excavation begins, the. the tunneling. ; Vol. 8, No. 4; 014 ISSN 1913-1844 E-ISSN 1913-185 Published by Cndin Center of Science nd Eduction Anlysis for EPB Shield Brcket Bsed on Ansys Bojing Du 1, Yjun Yu 1, Pengpeng Ding 1,Weibin Lv 1 & Fei

More information

FEM ANALYSIS OF ROGOWSKI COILS COUPLED WITH BAR CONDUCTORS

FEM ANALYSIS OF ROGOWSKI COILS COUPLED WITH BAR CONDUCTORS XIX IMEKO orld Congress Fundmentl nd Applied Metrology September 6 11, 2009, Lisbon, Portugl FEM ANALYSIS OF ROGOSKI COILS COUPLED ITH BAR CONDUCTORS Mirko Mrrcci, Bernrdo Tellini, Crmine Zppcost University

More information

Chapter 1. Basic Concepts

Chapter 1. Basic Concepts Socrtes Dilecticl Process: The Þrst step is the seprtion of subject into its elements. After this, by deþning nd discovering more bout its prts, one better comprehends the entire subject Socrtes (469-399)

More information

Partial Derivatives. Limits. For a single variable function f (x), the limit lim

Partial Derivatives. Limits. For a single variable function f (x), the limit lim Limits Prtil Derivtives For single vrible function f (x), the limit lim x f (x) exists only if the right-hnd side limit equls to the left-hnd side limit, i.e., lim f (x) = lim f (x). x x + For two vribles

More information

Precalculus Spring 2017

Precalculus Spring 2017 Preclculus Spring 2017 Exm 3 Summry (Section 4.1 through 5.2, nd 9.4) Section P.5 Find domins of lgebric expressions Simplify rtionl expressions Add, subtrct, multiply, & divide rtionl expressions Simplify

More information

2008 Mathematical Methods (CAS) GA 3: Examination 2

2008 Mathematical Methods (CAS) GA 3: Examination 2 Mthemticl Methods (CAS) GA : Exmintion GENERAL COMMENTS There were 406 students who st the Mthemticl Methods (CAS) exmintion in. Mrks rnged from to 79 out of possible score of 80. Student responses showed

More information

Chapter 4 Contravariance, Covariance, and Spacetime Diagrams

Chapter 4 Contravariance, Covariance, and Spacetime Diagrams Chpter 4 Contrvrince, Covrince, nd Spcetime Digrms 4. The Components of Vector in Skewed Coordintes We hve seen in Chpter 3; figure 3.9, tht in order to show inertil motion tht is consistent with the Lorentz

More information

Ans. Ans. Ans. Ans. Ans. Ans.

Ans. Ans. Ans. Ans. Ans. Ans. 08 Solutions 46060 5/28/10 8:34 M Pge 532 8 1. sphericl gs tnk hs n inner rdius of r = 1.5 m. If it is subjected to n internl pressure of p = 300 kp, determine its required thickness if the mximum norml

More information

CAPACITORS AND DIELECTRICS

CAPACITORS AND DIELECTRICS Importnt Definitions nd Units Cpcitnce: CAPACITORS AND DIELECTRICS The property of system of electricl conductors nd insultors which enbles it to store electric chrge when potentil difference exists between

More information

Lecture 4: Piecewise Cubic Interpolation

Lecture 4: Piecewise Cubic Interpolation Lecture notes on Vritionl nd Approximte Methods in Applied Mthemtics - A Peirce UBC Lecture 4: Piecewise Cubic Interpoltion Compiled 5 September In this lecture we consider piecewise cubic interpoltion

More information

We divide the interval [a, b] into subintervals of equal length x = b a n

We divide the interval [a, b] into subintervals of equal length x = b a n Arc Length Given curve C defined by function f(x), we wnt to find the length of this curve between nd b. We do this by using process similr to wht we did in defining the Riemnn Sum of definite integrl:

More information

Effect of soil profile modulus distribution on pile head lateral stiffness

Effect of soil profile modulus distribution on pile head lateral stiffness Proc. 18 th NZGS Geotechnicl Symposium on Soil-Structure Interction. d. CY Chin, Aucklnd Michel Pender University of Aucklnd, New Zelnd eywords: pile hed stiffness, effect of pile shft size, soil modulus

More information

Separation of Variables in Linear PDE

Separation of Variables in Linear PDE Seprtion of Vribles in Liner PDE Now we pply the theory of Hilbert spces to liner differentil equtions with prtil derivtives (PDE). We strt with prticulr exmple, the one-dimensionl (1D) wve eqution 2 u

More information