Torsional buckling of thin-walled cylinders under circumferentially varying thermal loads

Size: px
Start display at page:

Download "Torsional buckling of thin-walled cylinders under circumferentially varying thermal loads"

Transcription

1 45th AIAA/ASE/ASCE/AHS/ASC Structures Structurl Dynmics & terils Conference 9 - April 004 Plm Springs Cliforni AIAA Torsionl buckling of thin-lled cylinders under circumferentilly vrying therml lods Kr. Chrles * nd Anthony. Ws University of ichign Ann Arbor ichign Thin-lled cylinders used in vriety of engineering pplictions re often subjected to situtions here the pplied loding is not limited to single loding type. The introduction of multiple lods lters the stbility chrcteristics of the system in mnner tht must be understood to mintin structurl integrity nd bide by sfety regultions. The present study investigtes the elstic buckling response of thin-lled cylindricl shells under combintion of torsionl lods nd circumferentilly-vrying therml lods. E L h m n X X τ r T o δ omenclture Young s modulus Poisson s rtio coefficient of therml epnsion il length of cylinder rdius of cylinder thickness of shell ll number of il hlf sine ves number of circumferentil full sine ves in-plne direct stress resultnts in-plne sher stress resultnt in-plne moment resultnts torsionl lod out of plne displcement il cylindricl coordinte circumferentil cylindricl coordinte rdil cylindricl coordinte men therml lod mimum temperture difference () q first derivtive of quntity ith respect to vrible q I. Introduction hin-lled cylinders re used in vriety of engineering pplictions such s irplne fuselges submrines T building construction nd mnufcturing mchinery. Often the pplictions re in situtions here the loding cnnot be limited to single loding type such s il compression torsion or pressure. The introduction of multiple loding lters the stbility chrcteristics of the system in mnner hich must be understood to mintin structurl integrity nd bide by sfety regultions. The buckling behvior of thin-lled cylindricl shells is understood for simple torsionl loding here clssicl elstic buckling theory uses the potentil energy pproch to describe the stbility of the shell. Donnell equtions described in Refs. nd 4 re frequently used to determine the deformtion of cylindricl shell under combined lods. This study investigtes the influence of therml lods on the buckling behvior of thin-lled cylindricl shells subjected to torsionl lods. * Reserch Assistnt Deprtment of Aerospce Engineering 0 Bel St. Ann Arbor I 4809 AIAA Student ember Professor Deprtment of Aerospce Engineering 0 Bel St. Ann Arbor I 4809 Associte Fello AIAA Americn Institute of Aeronutics nd Astronutics Copyright 004 by the Americn Institute of Aeronutics nd Astronutics Inc. All rights reserved.

2 The motivtion for the present investigtion including therml forces stems from n interest in emining the behvior of pper mill drying cylinders. 67 These cst-iron stem-heted pressure vessels re typiclly 50 to 00 inches in length nd hve rdius of 6 to 9 feet. Since their shell ll thickness is on the order of - inches these dryers cn be nlyzed s thin-lled cylinders. In pper mchines the dryers re positioned ith their center is of rottion horizontl ith the floor. The dryer cylinder rottes t frequency of up to revolutions/second s moist pper is pressed on the surfce to be dried vi evportion. In most dryers n evenly spced condenste removl system inside the structure etrcts condenste from the internl surfce. Typiclly dryers hve four or si loctions here condenste is removed from the dryer. The ction of the condenste removl nd ecess stem pssing through the system cretes bnds of cooler nd rmer tempertures in the shell running illy long the length of the cylinder. A torsionl lod is introduced into the pper drying system by liner lod from crepe blde hich scrpes the dried pper from the cylinder. Since the rottion is driven from only one side of the cylinder the tngentil portion of the liner lod resists the rottion of the system resulting in torsionl lod in the cylinder. On occsion pper dryers hve eperienced sudden nd dngerous instbility. When the instbility occurs the dryer shell distortion increses by n order of mgnitude compromising the opertion of the equipment nd the sfety of the opertors. It is the common belief in the industry tht this is due to the therml vrition round the dryer. Wheres the temperture grdient does crete deflection of the cylinder surfce dryers ith both four- nd si-node therml vritions re found to buckle into five-node distortion pttern indicting tht the therml loding is not the primry driving fctor in the structurl instbility. One eplntion is tht the therml distortion resulting from the norml ction of the condenste removl system increses the torsionl lod produced by the crepe blde ultimtely reching the criticl lod nd producing torsionl buckling of the dryer shell. In the present study the therml lod investigted is pplied s sinusoidl temperture vrition bout the circumference here the medin temperture mplitude of oscilltion nd the number of cycles round the cylinder re mintined s vribles. The individul loding conditions re first considered seprtely then together in the combined loding stte. The system is emined in such y tht the therml lods re ssumed to influence the behvior of the criticl torsionl buckling lod. The present study is crried out under conditions of plne stress ccording to the thin-lled shell ssumption. The influence of therml loding on the pre-bucked stte of the cylinder is emined. Totl strins re found by dding the therml strin component to the mechnicl strin using liner superposition. The second derivtives of the kinemtic reltions re mnipulted to yield reltion beteen the strins nd surfce deflection. An Airy stress function is introduced nd utilized to determine the resultnt lods for the cylinder ith circumferentilly vrying therml loding. With this considered the combined therml nd torsionl loding buckling problem is solved by using Glerkin pproimtion. The results from the nlyses sho the influence of therml lods on the torsionl buckling chrcteristics of thin lled cylinders. When the solutions re specilized to the cse of the stem heted pressure vessels good greement is found beteen the nlysis nd the observed buckling modes. II. Fundmentl equtions for the thin-lled cylinder The nlysis tht is described in the present study considers thin-lled cylinders of isotropic mterils. Directionl properties relting to ply direction of composite lminte cn be integrted into the equtions for n nlysis of cylinders of orthotropic mterils. Hoever for simplicity the isotropic mteril ssumption hs been mde. The folloing figure describes the shell in question here h is the thickness L is the length nd is the undeformed-middle-surfce rdius. For this shell to be considered thin-lled h must be considerbly less thn. The thin-lled ssumption llos the nlysis to be crried out under conditions of plne stress. Wheres this is good pproimtion of the true conditions it lso simplifies the equtions nd the solution significntly. The study of the behvior of thin-lled cylinder under both therml nd torsionl loding begins by emining force nd moment equilibrium of shell ll element hich provides Eqs. (). L r Figure : Circulr cylindricl shell coordinte system reference digrm Θ Americn Institute of Aeronutics nd Astronutics

3 ( ) 0 0 p () here p is the rdil pressure defined positive outrd nd the forces nd moments re described by the folloing constitutive Eqs. () involving the in-plne force nd moment resultnts (integrted over the thickness of the shell) mid-plne strins nd curvtures of the shell. ( ) ( ) ( ) ( ) ( ) D D D C C C () Equtions () utilize the common structurl rigidity constnts C /(- ) nd D /[(- )]. The formuls for the strins nd curvtures of the circulr cylindricl shell re defined by the folloing Donnell kinemtic reltions Eqs. (). v u v u () here the s re ngles of rottion of the norml to the shell mid-surfce nd re ssumed to be smll. (4) III. Effect of therml loding The therml loding considered in the present study is pplied s sinusoidl temperture vrition round the circumference of the cylinder such s is introduced in the pper dryer shell by the condenste removl system. The medin temperture mplitude of vrition nd the number of cycles round the cylinder re mintined s vribles to fcilitte modeling multiple therml loding scenrios. The ppliction of the therml lod profile is relevnt to mny other situtions involving structures. For instnce ircrft fuselges undergo ide rnge of solr therml loding hile ithstnding torsionl lods from ind nd control surfces. Also the rdition to hich spce Americn Institute of Aeronutics nd Astronutics

4 stellite structures re eposed cn led to lrge temperture vritions through the system tht hen combined ith forces from propulsion my led to structurl instbilities. The totl strin on the surfce hen therml lod is introduced ill be the sum of the mechnicl strin nd the therml strin in both the nd directions. The sher strin ill not be effected by the therml loding nd ill remin solely the mechnicl strin in the - direction. The mechnicl strin is determined by evluting the simultneous equtions for the norml lod from Eqs. () nd solving for the strin components. mech mech mech (5) The totl strins cn then be found by dding the therml strin component T() to the mechnicl strins in the il nd circumferentil directions. T T ) ( ) ( (6) The second derivtives of the kinemtic reltions Eqs. () re found to be v u v u (7) hich cn be mnipulted by substitution of the first to equtions into the third eqution to yield reltion beteen the strins nd the mid-surfce deflection. (8) To simplify the solution n Airy stress function f() is introduced hich is defined to stisfy Eqs. () identiclly. The function reltes to the in-plne stress resultnts such tht f f f (9) Americn Institute of Aeronutics nd Astronutics 4

5 After the norml lods in the strin equtions re replced by the reltions in Eqs. (6) nd Eqs. (9) the strindeflection reltion Eq. (8) is determined. f ( ) f f T T (0) This study is specific to therml loding hich vries only round the circumference. Tht is T() T(). The temperture distribution of interest cn vry sinusoidlly round the cylinder s follos: δ T( ) To sin k () here the integer k represents the number of full sine ves in the therml loding round the circumference nd δ represents the mplitude of the therml vrition. It cn be ssumed tht the stress function ill tke the form of the temperture loding tht is pplied to the shell. f ) f o f sin k ( () Substituting these formuls into the strin-deflection reltion Eq. (0) leds to the simplifiction 4 f k δk sin k sin k 0 () Solving for the mplitude constnt in the stress function f leds to δ f ( ) f o sin k k (4) This function cn then be used to determine the resultnt lods for the cylinder ith circumferentilly-vrying therml loding. To complete the model uniform il loding must be included to ccount for the compressive rection force t the boundries of the shell. The cylinder is ssumed to be sufficiently long such tht boundry effects my be neglected nd this uniform loding ill not pper in either the circumferentil or sher force terms. δ o sin k 0 0 (5) IV. The torsionl buckling problem With the therml loding fully defined the net step is to pply this informtion to the torsionl buckling problem. The Donnell stbility eqution Eq. (6) hich is described in terms of the lterl displcement ill be used to solve for the criticl buckling lod. 8 D 0 4 (6) 5 Americn Institute of Aeronutics nd Astronutics

6 The il norml force is tht determined from the therml loding Eqs. (5). Also incorported is mechnicl torsion loding τ such tht τh. The solution to this eqution cn be obtined by pplying the Glerkin method. In the cse of cylindricl shell the equtions needed re obtined s follos: π L 0 0 L ( ) ϕ dd m 0 (7) here L() is in this cse the Donnell stbility opertor nd is n ssumed solution for the displcement of the buckled configurtion. To ccommodte the ves in the deflection tht re coupled ith tisting behvior n pproprite solution ould be of the form ( m n ) kn sin (8) here m mπ/l ith m being the integer defining the number of hlf sine ves long the length of the cylinder nd n defining the number of full sine ves round the circumference. This leds to n epression for the criticl torsionl buckling lod. This pproch my be verified by compring the solution for the cse here there is only uniform torsionl lod ith the ccepted result from Ref. []. ( m 4) D m (9) 4m 4 o ( m 4) Here the circumferentil ve number n is set to to cpture the loest buckling lod. If hoever the term is left in vrible form the solution for the torsionl lod becomes: ( m n ) D m o nm n n ( m ) (0) V. Discussion of results The Glerkin pproimtion described in the previous section s incorported into computer code using themtic. With geometric nd mteril dt entered the code solves for the criticl torsionl lods for mtri of mode shpes such tht m nd n re lloed to vry s integers. From this informtion the loest torsionl buckling lod cn be identified s the criticl torsionl lod for the criticl mode shpe. The torsionl shpe function given in Eq. (8) s investigted for suitbility in combined torsionl nd il loding stte. The concern s tht the torsionl shpe function ould not llo considertion for the effect of il lods on the torsionl buckling. Hoever the nlysis s performed for il loding only using both the torsionl shpe function nd the clssicl il shpe function Eq. (). ( m) ( n ) kn sin sin () The clculted il buckling lod s the sme for both shpe functions indicting the sufficiency of the torsionl shpe function for the combined loding cse. So s to dhere to boundry conditions the shpe function used in the Glerkin pproimtion s ltered from the form given by Eq. (8). The folloing eqution is consistent ith the boundry conditions hich require the ends to be pinned into the originl circulr shpe. kn sin L L ( m n ) sin ( ml n ) ( n ) sin () 6 Americn Institute of Aeronutics nd Astronutics

7 Tble depicts section of the results output by the themtic code for cylinder ith length of 50 inches rdius of 08 inches nd shell thickness of inches. The mteril properties re those for luminum nd the therml distribution is tht of si-noded sinusoidl ve hose verge temperture of 400±F vries by 00±F. The cse corresponding to three circumferentil ve (independent of the number of il hlf-sine ves) leds to zero denomintor nd is therefore lbeled Indeterminnt. This occurred only for circumferentil mode vlues equl to hlf of the therml nodl shpe number. It cn be seen tht the loest torsionl lod listed is lb-in for the mode shpe ith seven full sinusoidl ves in the circumferentil direction nd to hlf sinusoidl ves in the il direction. It should be noted tht the ve number corresponding ith the temperture distribution does not in generl correspond to tht of the buckled mode shpe. It is noted tht the number of circumferentil ves corresponding to the buckling instbility s predicted here correltes ith field mesurements s reported in References 6 nd 7. Tble : Torsionl buckling lod (0 lb-in) for cylinder under vrying therml lod Circumferentil ode - Full Sine Wve Ail ode - Hlf Sine Wve Indeterminnt Indeterminnt Indeterminnt Indeterminnt The question tht nturlly follos is to ht degree the therml loding influences the torsionl buckling of the cylinder. The conditions bove ere repeted ith the therml loding set to zero. Wheres the buckling mode is not ltered by the removl of therml loding the criticl torsionl lod is incresed by. 0 lb-in. This result is eplined by ppeling to the pre-buckling il loding introduced by the therml lod hich contributes to the totl strin energy of the system. Tble : Torsionl buckling lod (0 lb-in) for cylinder under no therml lod Circumferentil ode - Full Sine Wve Ail ode - Hlf Sine Wve It is cler tht lthough the buckling mode remins unchnged in this instnce the differences beteen djcent criticl lods is ltered. This indictes tht the mode shpe ill chnge for sufficiently high therml loding. For the cylinder in question the mode shpe drops to si circumferentil ves nd to hlf il ves hen the 7 Americn Institute of Aeronutics nd Astronutics

8 constnt therml lod ners 75±F. Further increses in temperture bove 50±F chnges the mode shpe gin to five circumferentil ves nd one hlf il ve. The therml vrition hs less effect on the chnging mode shpe since tht prt of the resultnt lod term is multiplied by sine fctor. Vlues for the vrition hich do lter the buckling re so high tht mterils ith resonble therml conductivity ould not mintin the given therml stte nd re not eperienced in prcticl pplictions. The mode shpe into hich the cylinder buckles is dependent not only on loding conditions but lso on the cylinder geometry. To illustrte this effect the bseline thermlly-loded configurtion described bove s ltered geometriclly. Considertion s first given to the rtio beteen the length nd the rdius of the cylinder. It s found tht scling this rtio did not result in comprble buckling lods or modes. For the sme thickness rdilly lrger cylinders demonstrted less rigidity nd the criticl torsionl lods ere reduced hile the number of ves in the mode shpe incresed. A visul representtion of the buckled shpe of cylinder under torsionl lod is shon in Fig.. The illustrtion is from the computtionl progrm ple bsed on the boundry condition shpe function Figure : Thin-lled cylinder deformtion under torsionl lod ith clmped boundry conditions used in the Glerkin pproimtion Eq. (). For clrity the mode shpe ith five full sinusoidl circumferentil ves nd one hlf sinusoidl il ve hs been chosen nd the displcements hve been eggerted. VI. Conclusion The nlysis performed on the torsionl stbility of thin-lled cylinder shos tht lthough therml lod distribution does lter the torsionl buckling lod the therml contribution to the criticl lod is mrginl. Therml loding increses the strin energy nd therefore reduces the criticl torsionl buckling lod. Wheres the direct influence is slight reness of the role of the therml strins in torsionl buckling is importnt for understnding the behvior of cylindricl shells subjected to multiple-loding situtions. A mthemticl model tht ccurtely predicts the buckling behvior of thin-lled cylindricl shells under combined therml (circumferentil temperture distribution) nd torsionl loding hs been presented. Further development of this model ill incorporte dditionl loding sttes such s due to forces generted on ccount of cylinder rottion. Acknoledgments The uthors ould like to thnk Dr. John A. Chrles for describing this problem nd for his ssistnce ith editing the mnuscript. References Lennon R. F. nd Ds P. K. Torsionl buckling behviour of stiffened cylinders under combined loding Thin-Wlled Structures Vol. 8 o. 000 pp Brush D. O. nd Almroth B. O. Buckling of Brs Pltes nd Shells cgr-hill Inc. e York 975 Chps Donnell L. H. Stbility of Thin-lled Tubes under Torsion ACA Rep Americn Institute of Aeronutics nd Astronutics

9 4 Btdorf S. B. A Simplified ethod of Elstic Stbility Anlysis for Thin Cylindricl Shells ACA Rep Btdorf S. B. Stein. nd Schildcrout. Criticl Stress of Thin-Wlled Cylinders in Torsion ACA T Chrles J. A. An Investigtion of the Ynkee Dryer Out of Round Condition Proceedings of the Tissue World Conference ice Frnce rch 005 (submitted for presenttion). 7 Chrles J. A. Precision Infrred Imging for Ynkee Dryers Proceedings of the Tissue World Conference ice Frnce rch Americn Institute of Aeronutics nd Astronutics

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

6.5 Plate Problems in Rectangular Coordinates

6.5 Plate Problems in Rectangular Coordinates 6.5 lte rolems in Rectngulr Coordintes In this section numer of importnt plte prolems ill e emined ug Crte coordintes. 6.5. Uniform ressure producing Bending in One irection Consider first the cse of plte

More information

Plate Theory. Section 11: PLATE BENDING ELEMENTS

Plate Theory. Section 11: PLATE BENDING ELEMENTS Section : PLATE BENDING ELEMENTS Plte Theor A plte is structurl element hose mid surfce lies in flt plne. The dimension in the direction norml to the plne is referred to s the thickness of the plte. A

More information

Plate Theory. Section 13: PLATE BENDING ELEMENTS

Plate Theory. Section 13: PLATE BENDING ELEMENTS Section : PLATE BENDING ELEENTS Wshkeic College of Engineering Plte Theor A plte is structurl element hose mid surfce lies in flt plne. The dimension in the direction norml to the plne is referred to s

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

Plates on elastic foundation

Plates on elastic foundation Pltes on elstic foundtion Circulr elstic plte, xil-symmetric lod, Winkler soil (fter Timoshenko & Woinowsky-Krieger (1959) - Chpter 8) Prepred by Enzo Mrtinelli Drft version ( April 016) Introduction Winkler

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

99/105 Comparison of OrcaFlex with standard theoretical results

99/105 Comparison of OrcaFlex with standard theoretical results 99/105 Comprison of OrcFlex ith stndrd theoreticl results 1. Introduction A number of stndrd theoreticl results from literture cn be modelled in OrcFlex. Such cses re, by virtue of being theoreticlly solvble,

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

Kirchhoff and Mindlin Plates

Kirchhoff and Mindlin Plates Kirchhoff nd Mindlin Pltes A plte significntly longer in two directions compred with the third, nd it crries lod perpendiculr to tht plne. The theory for pltes cn be regrded s n extension of bem theory,

More information

On the Linear Stability of Compound Capillary Jets

On the Linear Stability of Compound Capillary Jets ILASS Americs, th Annul Conference on Liquid Atomiztion nd Spry Systems, Chicgo, IL, My 7 On the Liner Stbility of Compound Cpillry Jets Mksud (Mx) Ismilov, Stephen D Heister School of Aeronutics nd Astronutics,

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

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

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

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

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

Pressure Wave Analysis of a Cylindrical Drum

Pressure Wave Analysis of a Cylindrical Drum Pressure Wve Anlysis of Cylindricl Drum Chris Clrk, Brin Anderson, Brin Thoms, nd Josh Symonds Deprtment of Mthemtics The University of Rochester, Rochester, NY 4627 (Dted: December, 24 In this pper, hypotheticl

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

Physics 201 Lab 3: Measurement of Earth s local gravitational field I Data Acquisition and Preliminary Analysis Dr. Timothy C. Black Summer I, 2018

Physics 201 Lab 3: Measurement of Earth s local gravitational field I Data Acquisition and Preliminary Analysis Dr. Timothy C. Black Summer I, 2018 Physics 201 Lb 3: Mesurement of Erth s locl grvittionl field I Dt Acquisition nd Preliminry Anlysis Dr. Timothy C. Blck Summer I, 2018 Theoreticl Discussion Grvity is one of the four known fundmentl forces.

More information

AN EXACT SOLUTION OF MECHANICAL BUCKLING FOR FUNCTIONALLY GRADED MATERIAL BIMORPH CIRCULAR PLATES

AN EXACT SOLUTION OF MECHANICAL BUCKLING FOR FUNCTIONALLY GRADED MATERIAL BIMORPH CIRCULAR PLATES Assocition of Metllurgicl Engineers of Serbi AMES Scientific pper UDC: 6.:66.7/.8 AN EXACT SOLUTION OF MECHANICAL BUCKLING FOR FUNCTIONALLY GRADED MATERIAL BIMORPH CIRCULAR PLATES Jfr Eskndri Jm, Mhmood

More information

BME 207 Introduction to Biomechanics Spring 2018

BME 207 Introduction to Biomechanics Spring 2018 April 6, 28 UNIVERSITY O RHODE ISAND Deprtment of Electricl, Computer nd Biomedicl Engineering BME 27 Introduction to Biomechnics Spring 28 Homework 8 Prolem 14.6 in the textook. In ddition to prts -e,

More information

Effects of peripheral drilling moment on delamination using special drill bits

Effects of peripheral drilling moment on delamination using special drill bits journl of mterils processing technology 01 (008 471 476 journl homepge: www.elsevier.com/locte/jmtprotec Effects of peripherl illing moment on delmintion using specil ill bits C.C. Tso,, H. Hocheng b Deprtment

More information

Thermal Diffusivity. Paul Hughes. Department of Physics and Astronomy The University of Manchester Manchester M13 9PL. Second Year Laboratory Report

Thermal Diffusivity. Paul Hughes. Department of Physics and Astronomy The University of Manchester Manchester M13 9PL. Second Year Laboratory Report Therml iffusivity Pul Hughes eprtment of Physics nd Astronomy The University of nchester nchester 3 9PL Second Yer Lbortory Report Nov 4 Abstrct We investigted the therml diffusivity of cylindricl block

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

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

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

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

MASKING OF FERROMAGNETIC ELLIPTICAL SHELL IN TRANSVERSE MAGNETIC FIELD

MASKING OF FERROMAGNETIC ELLIPTICAL SHELL IN TRANSVERSE MAGNETIC FIELD POZNAN UNVE RSTY OF TE HNOLOGY AADE M JOURNALS No 7 Electricl Engineering Kzimierz JAKUUK* Mirosł WOŁOSZYN* Peł ZMNY* MASKNG OF FERROMAGNET ELLPTAL SHELL N TRANSVERSE MAGNET FELD A ferromgnetic oject,

More information

The Algebra (al-jabr) of Matrices

The Algebra (al-jabr) of Matrices Section : Mtri lgebr nd Clculus Wshkewicz College of Engineering he lgebr (l-jbr) of Mtrices lgebr s brnch of mthemtics is much broder thn elementry lgebr ll of us studied in our high school dys. In sense

More information

Electrical Drive 4 th Class

Electrical Drive 4 th Class University Of Technology Electricl nd Electronics Deprtment Dr Nofl ohmmed Ther Al Kyt A drive consist of three min prts : prime mover; energy trnsmitting device nd ctul pprtus (lod), hich perform the

More information

Factors affecting the phonation threshold pressure and frequency

Factors affecting the phonation threshold pressure and frequency 3SC Fctors ffecting the phontion threshold pressure nd frequency Zhoyn Zhng School of Medicine, University of Cliforni Los Angeles, CA, USA My, 9 57 th ASA Meeting, Portlnd, Oregon Acknowledgment: Reserch

More information

The Wave Equation I. MA 436 Kurt Bryan

The Wave Equation I. MA 436 Kurt Bryan 1 Introduction The Wve Eqution I MA 436 Kurt Bryn Consider string stretching long the x xis, of indeterminte (or even infinite!) length. We wnt to derive n eqution which models the motion of the string

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

potentials A z, F z TE z Modes We use the e j z z =0 we can simply say that the x dependence of E y (1)

potentials A z, F z TE z Modes We use the e j z z =0 we can simply say that the x dependence of E y (1) 3e. Introduction Lecture 3e Rectngulr wveguide So fr in rectngulr coordintes we hve delt with plne wves propgting in simple nd inhomogeneous medi. The power density of plne wve extends over ll spce. Therefore

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

Entropy ISSN

Entropy ISSN Entropy 006, 8[], 50-6 50 Entropy ISSN 099-4300 www.mdpi.org/entropy/ ENTROPY GENERATION IN PRESSURE GRADIENT ASSISTED COUETTE FLOW WITH DIFFERENT THERMAL BOUNDARY CONDITIONS Abdul Aziz Deprtment of Mechnicl

More information

A REVIEW OF CALCULUS CONCEPTS FOR JDEP 384H. Thomas Shores Department of Mathematics University of Nebraska Spring 2007

A REVIEW OF CALCULUS CONCEPTS FOR JDEP 384H. Thomas Shores Department of Mathematics University of Nebraska Spring 2007 A REVIEW OF CALCULUS CONCEPTS FOR JDEP 384H Thoms Shores Deprtment of Mthemtics University of Nebrsk Spring 2007 Contents Rtes of Chnge nd Derivtives 1 Dierentils 4 Are nd Integrls 5 Multivrite Clculus

More information

ARITHMETIC OPERATIONS. The real numbers have the following properties: a b c ab ac

ARITHMETIC OPERATIONS. The real numbers have the following properties: a b c ab ac REVIEW OF ALGEBRA Here we review the bsic rules nd procedures of lgebr tht you need to know in order to be successful in clculus. ARITHMETIC OPERATIONS The rel numbers hve the following properties: b b

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

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

Operations with Polynomials

Operations with Polynomials 38 Chpter P Prerequisites P.4 Opertions with Polynomils Wht you should lern: How to identify the leding coefficients nd degrees of polynomils How to dd nd subtrct polynomils How to multiply polynomils

More information

MECHANICS OF MATERIALS

MECHANICS OF MATERIALS 9 The cgrw-hill Compnies, Inc. All rights reserved. Fifth SI Edition CHAPTER 5 ECHANICS OF ATERIALS Ferdinnd P. Beer E. Russell Johnston, Jr. John T. DeWolf Dvid F. zurek Lecture Notes: J. Wlt Oler Texs

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

Review of Calculus, cont d

Review of Calculus, cont d Jim Lmbers MAT 460 Fll Semester 2009-10 Lecture 3 Notes These notes correspond to Section 1.1 in the text. Review of Clculus, cont d Riemnn Sums nd the Definite Integrl There re mny cses in which some

More information

HT Module 2 Paper solution. Module 2. Q6.Discuss Electrical analogy of combined heat conduction and convection in a composite wall.

HT Module 2 Paper solution. Module 2. Q6.Discuss Electrical analogy of combined heat conduction and convection in a composite wall. HT Module 2 Pper solution Qulity Solutions wwwqulitytutorilin Module 2 Q6Discuss Electricl nlogy of combined het conduction nd convection in composite wll M-16-Q1(c)-5m Ans: It is frequently convient to

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

Lecture 13 - Linking E, ϕ, and ρ

Lecture 13 - Linking E, ϕ, and ρ Lecture 13 - Linking E, ϕ, nd ρ A Puzzle... Inner-Surfce Chrge Density A positive point chrge q is locted off-center inside neutrl conducting sphericl shell. We know from Guss s lw tht the totl chrge on

More information

M344 - ADVANCED ENGINEERING MATHEMATICS

M344 - ADVANCED ENGINEERING MATHEMATICS M3 - ADVANCED ENGINEERING MATHEMATICS Lecture 18: Lplce s Eqution, Anltic nd Numericl Solution Our emple of n elliptic prtil differentil eqution is Lplce s eqution, lso clled the Diffusion Eqution. If

More information

Motion of Electrons in Electric and Magnetic Fields & Measurement of the Charge to Mass Ratio of Electrons

Motion of Electrons in Electric and Magnetic Fields & Measurement of the Charge to Mass Ratio of Electrons n eperiment of the Electron topic Motion of Electrons in Electric nd Mgnetic Fields & Mesurement of the Chrge to Mss Rtio of Electrons Instructor: 梁生 Office: 7-318 Emil: shling@bjtu.edu.cn Purposes 1.

More information

Solutions to Supplementary Problems

Solutions to Supplementary Problems Solutions to Supplementry Problems Chpter 8 Solution 8.1 Step 1: Clculte the line of ction ( x ) of the totl weight ( W ).67 m W = 5 kn W 1 = 16 kn 3.5 m m W 3 = 144 kn Q 4m Figure 8.10 Tking moments bout

More information

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

HPLP310 Biblio_35 Fissures radial intern in a thick cylinder under pressure and thermal loading defult Titre : HPLP310 - Biblio_35 Fissure rdile interne dns u[...] Dte : 0/09/011 Pge : 1/15 Responsble : TRAN Vn Xun Clé : V7.0.310 Révision : HPLP310 Biblio_35 Fissures rdil intern in thick cylinder

More information

5.7 Improper Integrals

5.7 Improper Integrals 458 pplictions of definite integrls 5.7 Improper Integrls In Section 5.4, we computed the work required to lift pylod of mss m from the surfce of moon of mss nd rdius R to height H bove the surfce of the

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

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

NUMERICAL INTEGRATION. The inverse process to differentiation in calculus is integration. Mathematically, integration is represented by.

NUMERICAL INTEGRATION. The inverse process to differentiation in calculus is integration. Mathematically, integration is represented by. NUMERICAL INTEGRATION 1 Introduction The inverse process to differentition in clculus is integrtion. Mthemticlly, integrtion is represented by f(x) dx which stnds for the integrl of the function f(x) with

More information

State space systems analysis (continued) Stability. A. Definitions A system is said to be Asymptotically Stable (AS) when it satisfies

State space systems analysis (continued) Stability. A. Definitions A system is said to be Asymptotically Stable (AS) when it satisfies Stte spce systems nlysis (continued) Stbility A. Definitions A system is sid to be Asymptoticlly Stble (AS) when it stisfies ut () = 0, t > 0 lim xt () 0. t A system is AS if nd only if the impulse response

More information

Multiple Integrals. Review of Single Integrals. Planar Area. Volume of Solid of Revolution

Multiple Integrals. Review of Single Integrals. Planar Area. Volume of Solid of Revolution Multiple Integrls eview of Single Integrls eding Trim 7.1 eview Appliction of Integrls: Are 7. eview Appliction of Integrls: Volumes 7.3 eview Appliction of Integrls: Lengths of Curves Assignment web pge

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

Rel Gses 1. Gses (N, CO ) which don t obey gs lws or gs eqution P=RT t ll pressure nd tempertures re clled rel gses.. Rel gses obey gs lws t extremely low pressure nd high temperture. Rel gses devited

More information

#6A&B Magnetic Field Mapping

#6A&B Magnetic Field Mapping #6A& Mgnetic Field Mpping Gol y performing this lb experiment, you will: 1. use mgnetic field mesurement technique bsed on Frdy s Lw (see the previous experiment),. study the mgnetic fields generted by

More information

Lesson 8. Thermomechanical Measurements for Energy Systems (MENR) Measurements for Mechanical Systems and Production (MMER)

Lesson 8. Thermomechanical Measurements for Energy Systems (MENR) Measurements for Mechanical Systems and Production (MMER) Lesson 8 Thermomechnicl Mesurements for Energy Systems (MEN) Mesurements for Mechnicl Systems nd Production (MME) A.Y. 205-6 Zccri (ino ) Del Prete Mesurement of Mechnicl STAIN Strin mesurements re perhps

More information

P 3 (x) = f(0) + f (0)x + f (0) 2. x 2 + f (0) . In the problem set, you are asked to show, in general, the n th order term is a n = f (n) (0)

P 3 (x) = f(0) + f (0)x + f (0) 2. x 2 + f (0) . In the problem set, you are asked to show, in general, the n th order term is a n = f (n) (0) 1 Tylor polynomils In Section 3.5, we discussed how to pproximte function f(x) round point in terms of its first derivtive f (x) evluted t, tht is using the liner pproximtion f() + f ()(x ). We clled this

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

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

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

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

Theoretische Physik 2: Elektrodynamik (Prof. A.-S. Smith) Home assignment 4

Theoretische Physik 2: Elektrodynamik (Prof. A.-S. Smith) Home assignment 4 WiSe 1 8.1.1 Prof. Dr. A.-S. Smith Dipl.-Phys. Ellen Fischermeier Dipl.-Phys. Mtthis Sb m Lehrstuhl für Theoretische Physik I Deprtment für Physik Friedrich-Alexnder-Universität Erlngen-Nürnberg Theoretische

More information

First Semester Review Calculus BC

First Semester Review Calculus BC First Semester Review lculus. Wht is the coordinte of the point of inflection on the grph of Multiple hoice: No lcultor y 3 3 5 4? 5 0 0 3 5 0. The grph of piecewise-liner function f, for 4, is shown below.

More information

Chapter 6 Electrostatic Boundary Value Problems. Dr. Talal Skaik

Chapter 6 Electrostatic Boundary Value Problems. Dr. Talal Skaik Chpter 6 Electrosttic Boundry lue Problems Dr. Tll Skik 1 1 Introduction In previous chpters, E ws determined by coulombs lw or Guss lw when chrge distribution is known, or potentil is known throughout

More information

Week 10: Line Integrals

Week 10: Line Integrals Week 10: Line Integrls Introduction In this finl week we return to prmetrised curves nd consider integrtion long such curves. We lredy sw this in Week 2 when we integrted long curve to find its length.

More information

Problems for HW X. C. Gwinn. November 30, 2009

Problems for HW X. C. Gwinn. November 30, 2009 Problems for HW X C. Gwinn November 30, 2009 These problems will not be grded. 1 HWX Problem 1 Suppose thn n object is composed of liner dielectric mteril, with constnt reltive permittivity ɛ r. The object

More information

INTERFACE DESIGN OF CORD-RUBBER COMPOSITES

INTERFACE DESIGN OF CORD-RUBBER COMPOSITES 8 TH INTENATIONAL CONFEENCE ON COMPOSITE MATEIALS INTEFACE DESIGN OF COD-UBBE COMPOSITES Z. Xie*, H. Du, Y. Weng, X. Li Ntionl Ke Lbortor of Science nd Technolog on Advnced Composites in Specil Environment,

More information

Hung problem # 3 April 10, 2011 () [4 pts.] The electric field points rdilly inwrd [1 pt.]. Since the chrge distribution is cylindriclly symmetric, we pick cylinder of rdius r for our Gussin surfce S.

More information

Math 8 Winter 2015 Applications of Integration

Math 8 Winter 2015 Applications of Integration Mth 8 Winter 205 Applictions of Integrtion Here re few importnt pplictions of integrtion. The pplictions you my see on n exm in this course include only the Net Chnge Theorem (which is relly just the Fundmentl

More information

Jackson 2.7 Homework Problem Solution Dr. Christopher S. Baird University of Massachusetts Lowell

Jackson 2.7 Homework Problem Solution Dr. Christopher S. Baird University of Massachusetts Lowell Jckson.7 Homework Problem Solution Dr. Christopher S. Bird University of Msschusetts Lowell PROBLEM: Consider potentil problem in the hlf-spce defined by, with Dirichlet boundry conditions on the plne

More information

The Moving Center of Mass of a Leaking Bob

The Moving Center of Mass of a Leaking Bob The Moving Center of Mss of Leking Bob rxiv:1002.956v1 [physics.pop-ph] 21 Feb 2010 P. Arun Deprtment of Electronics, S.G.T.B. Khls College University of Delhi, Delhi 110 007, Indi. Februry 2, 2010 Abstrct

More information

Math 113 Exam 2 Practice

Math 113 Exam 2 Practice Mth 3 Exm Prctice Februry 8, 03 Exm will cover 7.4, 7.5, 7.7, 7.8, 8.-3 nd 8.5. Plese note tht integrtion skills lerned in erlier sections will still be needed for the mteril in 7.5, 7.8 nd chpter 8. This

More information

ADVANCEMENT OF THE CLOSELY COUPLED PROBES POTENTIAL DROP TECHNIQUE FOR NDE OF SURFACE CRACKS

ADVANCEMENT OF THE CLOSELY COUPLED PROBES POTENTIAL DROP TECHNIQUE FOR NDE OF SURFACE CRACKS ADVANCEMENT OF THE CLOSELY COUPLED PROBES POTENTIAL DROP TECHNIQUE FOR NDE OF SURFACE CRACKS F. Tkeo 1 nd M. Sk 1 Hchinohe Ntionl College of Technology, Hchinohe, Jpn; Tohoku University, Sendi, Jpn Abstrct:

More information

APPLICATIONS OF THE DEFINITE INTEGRAL

APPLICATIONS OF THE DEFINITE INTEGRAL APPLICATIONS OF THE DEFINITE INTEGRAL. Volume: Slicing, disks nd wshers.. Volumes by Slicing. Suppose solid object hs boundries extending from x =, to x = b, nd tht its cross-section in plne pssing through

More information

Multiple Integrals. Review of Single Integrals. Planar Area. Volume of Solid of Revolution

Multiple Integrals. Review of Single Integrals. Planar Area. Volume of Solid of Revolution Multiple Integrls eview of Single Integrls eding Trim 7.1 eview Appliction of Integrls: Are 7. eview Appliction of Integrls: olumes 7.3 eview Appliction of Integrls: Lengths of Curves Assignment web pge

More information

V. DEMENKO MECHANICS OF MATERIALS LECTURE 6 Plane Bending Deformation. Diagrams of Internal Forces (Continued)

V. DEMENKO MECHANICS OF MATERIALS LECTURE 6 Plane Bending Deformation. Diagrams of Internal Forces (Continued) V. DEMENKO MECHNCS OF MTERLS 015 1 LECTURE 6 Plne ending Deformtion. Digrms of nternl Forces (Continued) 1 Construction of ending Moment nd Shering Force Digrms for Two Supported ems n this mode of loding,

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

Linear static analysis of perforated plates with round and staggered holes under their self-weights

Linear static analysis of perforated plates with round and staggered holes under their self-weights Liner sttic nlysis of perforted pltes with round nd stggered holes under their self-weights Mustf Hlûk Srçoğlu*, Uğur Albyrk Online Publiction Dte: 8 Nov 2015 URL: http://www.jresm.org/rchive/resm2015.25me0910.html

More information

Driving Cycle Construction of City Road for Hybrid Bus Based on Markov Process Deng Pan1, a, Fengchun Sun1,b*, Hongwen He1, c, Jiankun Peng1, d

Driving Cycle Construction of City Road for Hybrid Bus Based on Markov Process Deng Pan1, a, Fengchun Sun1,b*, Hongwen He1, c, Jiankun Peng1, d Interntionl Industril Informtics nd Computer Engineering Conference (IIICEC 15) Driving Cycle Construction of City Rod for Hybrid Bus Bsed on Mrkov Process Deng Pn1,, Fengchun Sun1,b*, Hongwen He1, c,

More information

Calculus of Variations

Calculus of Variations Clculus of Vritions Com S 477/577 Notes) Yn-Bin Ji Dec 4, 2017 1 Introduction A functionl ssigns rel number to ech function or curve) in some clss. One might sy tht functionl is function of nother function

More information

Solutions to Problems in Merzbacher, Quantum Mechanics, Third Edition. Chapter 7

Solutions to Problems in Merzbacher, Quantum Mechanics, Third Edition. Chapter 7 Solutions to Problems in Merzbcher, Quntum Mechnics, Third Edition Homer Reid April 5, 200 Chpter 7 Before strting on these problems I found it useful to review how the WKB pproimtion works in the first

More information

Table of Contents. 1. Limits The Formal Definition of a Limit The Squeeze Theorem Area of a Circle

Table of Contents. 1. Limits The Formal Definition of a Limit The Squeeze Theorem Area of a Circle Tble of Contents INTRODUCTION 5 CROSS REFERENCE TABLE 13 1. Limits 1 1.1 The Forml Definition of Limit 1. The Squeeze Theorem 34 1.3 Are of Circle 43. Derivtives 53.1 Eploring Tngent Lines 54. Men Vlue

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

Math 113 Fall Final Exam Review. 2. Applications of Integration Chapter 6 including sections and section 6.8

Math 113 Fall Final Exam Review. 2. Applications of Integration Chapter 6 including sections and section 6.8 Mth 3 Fll 0 The scope of the finl exm will include: Finl Exm Review. Integrls Chpter 5 including sections 5. 5.7, 5.0. Applictions of Integrtion Chpter 6 including sections 6. 6.5 nd section 6.8 3. Infinite

More information

Columns and Stability

Columns and Stability ARCH 331 Note Set 1. Su01n Columns nd Stilit Nottion: A = nme or re A36 = designtion o steel grde = nme or width C = smol or compression C c = column slenderness clssiiction constnt or steel column design

More information

Finite Element Determination of Critical Zones in Composite Structures

Finite Element Determination of Critical Zones in Composite Structures Finite Element Determintion of Criticl Zones in Composite Structures Alexey I. Borovkov Dmitriy V. Klimshin Denis V. Shevchenko Computtionl Mechnics Lb., St. Petersburg Stte Polytechnicl University, Russi

More information

The Trapezoidal Rule

The Trapezoidal Rule _.qd // : PM Pge 9 SECTION. Numericl Integrtion 9 f Section. The re of the region cn e pproimted using four trpezoids. Figure. = f( ) f( ) n The re of the first trpezoid is f f n. Figure. = Numericl Integrtion

More information

The contact stress problem for a piecewisely defined punch indenting an elastic half space. Jacques Woirgard

The contact stress problem for a piecewisely defined punch indenting an elastic half space. Jacques Woirgard The contct stress prolem for pieceisely defined punch indenting n elstic hlf spce Jcques Woirgrd 5 Rue du Châteu de l Arceu 8633 Notre Dme d Or FRANC Astrct A solution for the contct stress prolem of n

More information

Conducting Ellipsoid and Circular Disk

Conducting Ellipsoid and Circular Disk 1 Problem Conducting Ellipsoid nd Circulr Disk Kirk T. McDonld Joseph Henry Lbortories, Princeton University, Princeton, NJ 08544 (September 1, 00) Show tht the surfce chrge density σ on conducting ellipsoid,

More information

1 Which of the following summarises the change in wave characteristics on going from infra-red to ultraviolet in the electromagnetic spectrum?

1 Which of the following summarises the change in wave characteristics on going from infra-red to ultraviolet in the electromagnetic spectrum? Which of the following summrises the chnge in wve chrcteristics on going from infr-red to ultrviolet in the electromgnetic spectrum? frequency speed (in vcuum) decreses decreses decreses remins constnt

More information

The Complete Part Design Handbook

The Complete Part Design Handbook The Complete Prt Design Hndbook For Injection Molding of Thermoplstics Berbeitet von E. Alfredo Cmpo 1. Auflge 006. Buch. XXI, 870 S. Hrdcover ISBN 978 3 6 0309 3 Formt (B x L): 1,5 x 7,7 cm Geicht: 3050

More information

Purpose of the experiment

Purpose of the experiment Newton s Lws II PES 6 Advnced Physics Lb I Purpose of the experiment Exmine two cses using Newton s Lws. Sttic ( = 0) Dynmic ( 0) fyi fyi Did you know tht the longest recorded flight of chicken is thirteen

More information

Introduction to Finite Element Method

Introduction to Finite Element Method Introduction to Finite Element Method Introductory Course on Multiphysics Modelling TOMASZ G. ZIELIŃSKI bluebox.ippt.pn.pl/ tzielins/ Tble of Contents 1 Introduction 1 1.1 Motivtion nd generl concepts.............

More information

Applied Physics Introduction to Vibrations and Waves (with a focus on elastic waves) Course Outline

Applied Physics Introduction to Vibrations and Waves (with a focus on elastic waves) Course Outline Applied Physics Introduction to Vibrtions nd Wves (with focus on elstic wves) Course Outline Simple Hrmonic Motion && + ω 0 ω k /m k elstic property of the oscilltor Elstic properties of terils Stretching,

More information

Equations of Motion. Figure 1.1.1: a differential element under the action of surface and body forces

Equations of Motion. Figure 1.1.1: a differential element under the action of surface and body forces Equtions of Motion In Prt I, lnce of forces nd moments cting on n component ws enforced in order to ensure tht the component ws in equilirium. Here, llownce is mde for stresses which vr continuousl throughout

More information