CHAPTER 9. Interpolation functions for 2D elements. Numerical Integration. Modeling Considerations

Size: px
Start display at page:

Download "CHAPTER 9. Interpolation functions for 2D elements. Numerical Integration. Modeling Considerations"

Transcription

1 HAPTER 9 Intrpolation functions for D lmnts Numrical Intgration Modling onsidrations

2 Pascal s triangl Dgr of Numbr of Elmnt with th complt trms in th nods polnomial polnomial Triangular Elmnts (Figur not shown) Lagrang and Srndipit Elmnts Pascal s triangl Rctangular arra Lagrang Srndipit of lmnts lmnts lmnts and so on

3 (b) f -D quadratic lmnt f (a) (, ) ψ (, ) ψ Lagrang lmnt (T)

4 ψ ψ Lagrang lmnt (Q9) ψ ψ Srndipit lmnt (Q8) ψ

5 Som Triangular and Rctangular Elmnts (b) (c) Nods with function valus onl (u) Nods with valus of th function (u) and its drivativs u, u, u b a (a) Lagrang triangular lmnts Lagrang rctangular lmnts Hrmit cubic rctangular lmnt

6 Numrical Evaluation of Elmnt officints Govrning Equation a(, ) u b(, ) u + b(, ) u + c(, ) u + d(, )u = f(, ) Finit Elmnt Approimation nx u(, ) = u jψj (, ) Finit Elmnt Modl j= [K ]{u } = {f } + {Q } K ij = f i = q n = Z a(, ) ψ ψ µ i j ψ + b(, ) i ψj Ω + ψ j + c(, ) ψ ψ i j + d(, )ψ i ψj dd Z I f(, )ψi dd, Q i = q n (s)ψi ds Ω Γ µ a u µ + b u n + b u + c u n ψ i

7 Subparamtric, Isoparamtric, and Suprparamtric Formulations Gomtr: Solution: = mx j= ˆψ j j (, ), = m X j= j ˆψ j (, ) u(, ) = nx u jψj (, ) = j= nx u jψj ((, ),(, )) j= = = Ωˆ Ω = (, ), = (, ) d d = J d d = (, ), = (, ) Suprparamtric (m > n): Th polnomial dgr of approimation usd for th gomtr is of highr ordr than that usd for th dpndnt variabl Isoparamtric (m = n): Equal dgr of approimation is usd for both gomtr and dpndnt variabls Subparamtric (m < n): Highr-ordr approimation of th dpndnt variabl is usd

8 Gauss Quadratur Z Z F (, ) dd = Ω Z = Domain of th phsical lmnt = ˆΩ ˆΩ N X F (, )J(, ) dd ˆF (, ) dd N X I= J= Gauss points ˆF ( I, J )W I W J Domain of th mastr lmnt Gauss wights = = = = ( ψ i ψ i ( ψ i ψ i ) = [J] = ) ( ψ i ψ i i ( ψ =[J] ψ i ) ) = = = = = 8 = = = 8 = 8 = 9 = 9 = 8

9 Elmnt alculations Using Numrical Quadratur [J] = = " ˆψ ˆψ ( ψ i ψ i ) ˆψ = ˆψ ( ψ =[J] " P m i= i ˆψ i P m i= i ˆψ i ˆψ m ˆψ M i ψ i ) # P m i= i ˆψ i P m i= i ˆψ i m [J ] m ( ψ i ψ i ) # J = J J, J = J J, J = J J, J = J J J = J J J J Ω = = (,) = (,) Ωˆ Ω = = (, ) = (, ) = (, ), = (, ) Ω Ω Ω d d = J d d = (, ), = (, )

10 Evaluation of Elmnt officint Matri Using th Gauss Quadratur (continud) Z Kij = ˆΩ ( a(, ) Ã J ψi + J ψi!ã J ψj + J ψj "Ã!Ã! + b(, ) J ψi + J ψi J ψ j + ψ j J Ã!Ã!# + J ψi + J ψi J ψ j + J ψ j Ã!Ã! + c(, ) J ψ j + J ψ j J ψ j + J ψ j ) Z + d(, )ψi ψj Jdd ˆF ij (, )dd ˆΩ! Z ˆΩ ˆF ij (, )dd = Z Z N X N X I= J= ˆF ij (, )dd ˆF ij ( I, J )W I W J N =int[ (p +)], N =int[ (q +)]

11 Fortran Statmnts to omput Elmnt officint Matri and Sourc Vctor SUBROUTINE ELEMKF(NPE,NN,INTF) IMPLIIT REAL*8(A-H,O-Z) OMMON/STF/ELF(7),ELK(7,7),ELXY(9,) OMMON/PST/A,AX,AY,B,BX,BY,,X,Y,F,FX,FY OMMON/SHP/SF(9),GDSF(,9) DIMENSION GAUSPT(,),GAUSWT(,) DATA GAUSPT/*D, -777D, 777D, *D, -7797D, D, 7797D, *D, -8D, -998D, 998D, 8D, D, -9798D, -89D,D,89D,9798D/ DATA GAUSWT/D, *D, *D, *D, D, D, D, *D, 788D, *D, 788D, D, 988D, 7887D, D, 7887D, 988D/ NDF = NN/NPE Initializ th arras DO I =,NN ELF(I) = DO J =,NN ELK(I,J)= Do-loops on numrical (Gauss) intgration bgin hr Subroutin SHPRT (SHaP functions for RTangular lmnts) is calld hr DO NI =,INTF DO NJ =,INTF XI = GAUSPT(NI,INTF) ETA = GAUSPT(NJ,INTF) ALL SHPRT (NPE,XI,ETA,DET,ELXY) NST = DET*GAUSWT(NI,INTF)*GAUSWT(NJ,INTF)

12 Fortran Statmnts to omput Elmnt officint Matri and Sourc Vctor (continud) X= Y= DO I=,NPE X=X+ELXY(I,)*SF(I) Y=Y+ELXY(I,)*SF(I) SOURE=F+FX*X+FY*Y AA=A+AX*X+AY*Y BB=B+BX*X+BY*Y =+X*X+Y*Y II= DO 8 I=,NPE JJ= DO J=,NPE S=SF(I)*SF(J)*NST S=GDSF(,I)*GDSF(,J)*NST S=GDSF(,I)*GDSF(,J)*NST S=GDSF(,I)*GDSF(,J)*NST S=GDSF(,I)*GDSF(,J)*NST ELK(I,J) = ELK(I,J) + AA*S + BB*(S + S) + *S JJ = NDF*J+ ELF(I) = ELF(I)+NST*SF(I)*SOURE 8 II = NDF*I+ ONTINUE RETURN END

13 MODELING ONSIDERATIONS Elmnts with unaccptabl vrt angls Msh orintation and msh rfinmnts h and p rfinmnts, and accptabl and unaccptabl msh rfinmnts Rang of accptabl location of th `midsid nods Accptabl (compatibl) connctions btwn lmnts of diffrnt kind Various tps of incompatibl connctions Msh rfinmnts with compatibl and incompatibl connctions Handling of mathmatical singularitis in th application of boundar conditions

14 Unaccptabl Vrt Angls Too larg Too larg Too small Too larg (a) Too small Too larg (b) Too small Too larg (c)

15 h h 8 Placmnt of Midsid Nods h 7 h Rang of nods and 8 Rang of nods and 7 7 h h h h Rang of nod h h 8 h h ompatibl onnctions Btwn Elmnts (a) (b)

16 Msh Rfinmnts (a) A msh rfinmnt must contain th prvious msh as a subst (b) h rfinmnt p rfinmnt (a) (b) (c) (d)

17 (a) Linar lmnt Transition lmnt Quadratic lmnt (b) Linar lmnt Us constraint conditions Quadratic lmnt (a) 7 8 s u u = u(s) u () u ( s) () ( s) onstraint condition: u u = s ( u ) 7 = u u + (b) (c) 7 8 s 7 s 8 7 s s 8 u u = u u u u = () u(s) u(s) ( s) u () 7 = u7 u u = () u ( s) () u ( s) 7 u () ( s) u7 u u = ( s) s u u = s

18 Handling of Mathmatical Singularitis in Appling Boundar onditions

Finite Element Models for Steady Flows of Viscous Incompressible Fluids

Finite Element Models for Steady Flows of Viscous Incompressible Fluids Finit Elmnt Modls for Stad Flows of Viscous Incomprssibl Fluids Rad: Chaptr 10 JN Rdd CONTENTS Govrning Equations of Flows of Incomprssibl Fluids Mid (Vlocit-Prssur) Finit Elmnt Modl Pnalt Function Mthod

More information

Finite element discretization of Laplace and Poisson equations

Finite element discretization of Laplace and Poisson equations Finit lmnt discrtization of Laplac and Poisson quations Yashwanth Tummala Tutor: Prof S.Mittal 1 Outlin Finit Elmnt Mthod for 1D Introduction to Poisson s and Laplac s Equations Finit Elmnt Mthod for 2D-Discrtization

More information

MEEN 673: NONLINEAR FINITE ELEMENT ANALYSIS. Time-Dependent Problems

MEEN 673: NONLINEAR FINITE ELEMENT ANALYSIS. Time-Dependent Problems JN Reddy - 1 MEEN 673: NONLINEAR FINITE ELEMENT ANALYSIS Time-Dependent Problem ONTENTS Tranient problem Semi-dicretization Time approimation Ma lumping Stability and accuracy omputer implementation Numerical

More information

NONLINEAR ANALYSIS OF PLATE BENDING

NONLINEAR ANALYSIS OF PLATE BENDING NONLINEAR ANALYSIS OF PLATE BENDING CONTENTS Govrning Equations of th First-Ordr Shar Dformation thor (FSDT) Finit lmnt modls of FSDT Shar and mmbran locking Computr implmntation Strss calculation Numrical

More information

1 Isoparametric Concept

1 Isoparametric Concept UNIVERSITY OF CALIFORNIA BERKELEY Dpartmnt of Civil Enginring Spring 06 Structural Enginring, Mchanics and Matrials Profssor: S. Govindj Nots on D isoparamtric lmnts Isoparamtric Concpt Th isoparamtric

More information

AS 5850 Finite Element Analysis

AS 5850 Finite Element Analysis AS 5850 Finit Elmnt Analysis Two-Dimnsional Linar Elasticity Instructor Prof. IIT Madras Equations of Plan Elasticity - 1 displacmnt fild strain- displacmnt rlations (infinitsimal strain) in matrix form

More information

Chapter 5. Introduction. Introduction. Introduction. Finite Element Modelling. Finite Element Modelling

Chapter 5. Introduction. Introduction. Introduction. Finite Element Modelling. Finite Element Modelling Chaptr 5 wo-dimnsional problms using Constant Strain riangls (CS) Lctur Nots Dr Mohd Andi Univrsiti Malasia Prlis EN7 Finit Elmnt Analsis Introction wo-dimnsional init lmnt ormulation ollows th stps usd

More information

Numerical methods for PDEs FEM implementation: element stiffness matrix, isoparametric mapping, assembling global stiffness matrix

Numerical methods for PDEs FEM implementation: element stiffness matrix, isoparametric mapping, assembling global stiffness matrix Platzhaltr für Bild, Bild auf Titlfoli hintr das Logo instzn Numrical mthods for PDEs FEM implmntation: lmnt stiffnss matrix, isoparamtric mapping, assmbling global stiffnss matrix Dr. Nomi Fridman Contnts

More information

3 Finite Element Parametric Geometry

3 Finite Element Parametric Geometry 3 Finit Elmnt Paramtric Gomtry 3. Introduction Th intgral of a matrix is th matrix containing th intgral of ach and vry on of its original componnts. Practical finit lmnt analysis rquirs intgrating matrics,

More information

Nonlinear Bending of Strait Beams

Nonlinear Bending of Strait Beams Nonlinar Bnding of Strait Bams CONTENTS Th Eulr-Brnoulli bam thory Th Timoshnko bam thory Govrning Equations Wak Forms Finit lmnt modls Computr Implmntation: calculation of lmnt matrics Numrical ampls

More information

FEM FOR HEAT TRANSFER PROBLEMS دانشگاه صنعتي اصفهان- دانشكده مكانيك

FEM FOR HEAT TRANSFER PROBLEMS دانشگاه صنعتي اصفهان- دانشكده مكانيك FEM FOR HE RNSFER PROBLEMS 1 Fild problms Gnral orm o systm quations o D linar stady stat ild problms: For 1D problms: D D g Q y y (Hlmholtz quation) d D g Q d Fild problms Hat transr in D in h h ( D D

More information

Middle East Technical University Department of Mechanical Engineering ME 413 Introduction to Finite Element Analysis

Middle East Technical University Department of Mechanical Engineering ME 413 Introduction to Finite Element Analysis Middl East Tchnical Univrsity Dpartmnt of Mchanical Enginring ME 43 Introduction to Finit Elmnt Analysis Chaptr 3 Computr Implmntation of D FEM Ths nots ar prpard by Dr. Cünyt Srt http://www.m.mtu.du.tr/popl/cunyt

More information

Middle East Technical University Department of Mechanical Engineering ME 413 Introduction to Finite Element Analysis

Middle East Technical University Department of Mechanical Engineering ME 413 Introduction to Finite Element Analysis Middl East Tchnical Univrsity Dpartmnt of Mchanical Enginring ME Introduction to Finit Elmnt Analysis Chaptr 5 Two-Dimnsional Formulation Ths nots ar prpard by Dr. Cünyt Srt http://www.m.mtu.du.tr/popl/cunyt

More information

8-node quadrilateral element. Numerical integration

8-node quadrilateral element. Numerical integration Fnt Elmnt Mthod lctur nots _nod quadrlatral lmnt Pag of 0 -nod quadrlatral lmnt. Numrcal ntgraton h tchnqu usd for th formulaton of th lnar trangl can b formall tndd to construct quadrlatral lmnts as wll

More information

Derivation of Eigenvalue Matrix Equations

Derivation of Eigenvalue Matrix Equations Drivation of Eignvalu Matrix Equations h scalar wav quations ar φ φ η + ( k + 0ξ η β ) φ 0 x y x pq ε r r whr for E mod E, 1, y pq φ φ x 1 1 ε r nr (4 36) for E mod H,, 1 x η η ξ ξ n [ N ] { } i i i 1

More information

Finite Element Analysis

Finite Element Analysis Finit Elmnt Analysis L4 D Shap Functions, an Gauss Quaratur FEA Formulation Dr. Wiong Wu EGR 54 Finit Elmnt Analysis Roamap for Dvlopmnt of FE Strong form: govrning DE an BCs EGR 54 Finit Elmnt Analysis

More information

DIFFERENTIAL EQUATION

DIFFERENTIAL EQUATION MD DIFFERENTIAL EQUATION Sllabus : Ordinar diffrntial quations, thir ordr and dgr. Formation of diffrntial quations. Solution of diffrntial quations b th mthod of sparation of variabls, solution of homognous

More information

Error estimation Adaptive remeshing Remapping. Lionel Fourment Mines ParisTech CEMEF Sophia Antipolis, France

Error estimation Adaptive remeshing Remapping. Lionel Fourment Mines ParisTech CEMEF Sophia Antipolis, France Error stimation Adaptiv rmsing Rmapping Lionl Fourmnt Mins ParisTc CEMEF Sopia Antipolis, Franc Error stimation Wic masur? L 2 H Enrgy 2 = u 2 u dω Ω Error stimation / Adaptiv rmsing / Rmapping 2 i i (

More information

MA8502 Numerical solution of partial differential equations. The Poisson problem: Mixed Dirichlet/Neumann boundary conditions along curved boundaries

MA8502 Numerical solution of partial differential equations. The Poisson problem: Mixed Dirichlet/Neumann boundary conditions along curved boundaries MA85 Numerical solution of partial differential equations The Poisson problem: Mied Dirichlet/Neumann boundar conditions along curved boundaries Fall c Einar M. Rønquist Department of Mathematical Sciences

More information

GENERAL INTERPOLATION

GENERAL INTERPOLATION Chaptr 9 GENERAL INTERPOLATION 9. Introduction Th prvious sctions hav illustratd th havy dpndnc of finit lmnt mthods on both spatial intrpolation and fficint intgrations. In a on-dimnsional problm it dos

More information

Differential Equations

Differential Equations UNIT I Diffrntial Equations.0 INTRODUCTION W li in a world of intrrlatd changing ntitis. Th locit of a falling bod changs with distanc, th position of th arth changs with tim, th ara of a circl changs

More information

nd the particular orthogonal trajectory from the family of orthogonal trajectories passing through point (0; 1).

nd the particular orthogonal trajectory from the family of orthogonal trajectories passing through point (0; 1). Eamn EDO. Givn th family of curvs y + C nd th particular orthogonal trajctory from th family of orthogonal trajctoris passing through point (0; ). Solution: In th rst plac, lt us calculat th di rntial

More information

16. Electromagnetics and vector elements (draft, under construction)

16. Electromagnetics and vector elements (draft, under construction) 16. Elctromagntics (draft)... 1 16.1 Introduction... 1 16.2 Paramtric coordinats... 2 16.3 Edg Basd (Vctor) Finit Elmnts... 4 16.4 Whitny vctor lmnts... 5 16.5 Wak Form... 8 16.6 Vctor lmnt matrics...

More information

7. Choice of approximating for the FE-method scalar problems

7. Choice of approximating for the FE-method scalar problems 7. Choice of approimating for the FE-method scalar problems Finite Element Method Differential Equation Weak Formulation Approimating Functions Weighted Residuals FEM - Formulation Weak form of heat flow

More information

( ) Abstract. 2 FEDSS method basic relationships. 1 Introduction. 2.1 Tensorial formulation

( ) Abstract. 2 FEDSS method basic relationships. 1 Introduction. 2.1 Tensorial formulation Displacmnt basd continuous strss rcovry procdur, Mijuca D, Brkoviæ M. and Draškoviæ Z., Advancs in Finit Elmnt Tchnology, ISBN 0 948749 4, Ed. B.H.V.Topping, Civil Comp Prss, 7-34 (996). Abstract In this

More information

( ) Differential Equations. Unit-7. Exact Differential Equations: M d x + N d y = 0. Verify the condition

( ) Differential Equations. Unit-7. Exact Differential Equations: M d x + N d y = 0. Verify the condition Diffrntial Equations Unit-7 Eat Diffrntial Equations: M d N d 0 Vrif th ondition M N Thn intgrat M d with rspt to as if wr onstants, thn intgrat th trms in N d whih do not ontain trms in and quat sum of

More information

Mathematics. Complex Number rectangular form. Quadratic equation. Quadratic equation. Complex number Functions: sinusoids. Differentiation Integration

Mathematics. Complex Number rectangular form. Quadratic equation. Quadratic equation. Complex number Functions: sinusoids. Differentiation Integration Mathmatics Compl numbr Functions: sinusoids Sin function, cosin function Diffrntiation Intgration Quadratic quation Quadratic quations: a b c 0 Solution: b b 4ac a Eampl: 1 0 a= b=- c=1 4 1 1or 1 1 Quadratic

More information

OTHER TPOICS OF INTEREST (Convection BC, Axisymmetric problems, 3D FEM)

OTHER TPOICS OF INTEREST (Convection BC, Axisymmetric problems, 3D FEM) OTHER TPOICS OF INTEREST (Convction BC, Axisymmtric problms, 3D FEM) CONTENTS 2-D Problms with convction BC Typs of Axisymmtric Problms Axisymmtric Problms (2-D) 3-D Hat Transfr 3-D Elasticity Typical

More information

VTU NOTES QUESTION PAPERS NEWS RESULTS FORUMS

VTU NOTES QUESTION PAPERS NEWS RESULTS FORUMS Diffrntial Equations Unit-7 Eat Diffrntial Equations: M d N d 0 Vrif th ondition M N Thn intgrat M d with rspt to as if wr onstants, thn intgrat th trms in N d whih do not ontain trms in and quat sum of

More information

Higher-Order Discrete Calculus Methods

Higher-Order Discrete Calculus Methods Highr-Ordr Discrt Calculus Mthods J. Blair Prot V. Subramanian Ralistic Practical, Cost-ctiv, Physically Accurat Paralll, Moving Msh, Complx Gomtry, Slid 1 Contxt Discrt Calculus Mthods Finit Dirnc Mimtic

More information

Division of Mechanics Lund University MULTIBODY DYNAMICS. Examination Name (write in block letters):.

Division of Mechanics Lund University MULTIBODY DYNAMICS. Examination Name (write in block letters):. Division of Mchanics Lund Univrsity MULTIBODY DYNMICS Examination 7033 Nam (writ in block lttrs):. Id.-numbr: Writtn xamination with fiv tasks. Plas chck that all tasks ar includd. clan copy of th solutions

More information

Direct Approach for Discrete Systems One-Dimensional Elements

Direct Approach for Discrete Systems One-Dimensional Elements CONTINUUM & FINITE ELEMENT METHOD Dirct Approach or Discrt Systms On-Dimnsional Elmnts Pro. Song Jin Par Mchanical Enginring, POSTECH Dirct Approach or Discrt Systms Dirct approach has th ollowing aturs:

More information

Basic Polyhedral theory

Basic Polyhedral theory Basic Polyhdral thory Th st P = { A b} is calld a polyhdron. Lmma 1. Eithr th systm A = b, b 0, 0 has a solution or thr is a vctorπ such that π A 0, πb < 0 Thr cass, if solution in top row dos not ist

More information

Twist analysis of piezoelectric laminated composite plates

Twist analysis of piezoelectric laminated composite plates wist analysis of pizolctric laminatd composit plats Mchatronics Enginring Dpartmnt, Faculty of Enginring, Intrnational Islamic Univrsity Malaysia, Malaysia raisuddin@iiu.du.my ABSAC cntly scintists ar

More information

2008 AP Calculus BC Multiple Choice Exam

2008 AP Calculus BC Multiple Choice Exam 008 AP Multipl Choic Eam Nam 008 AP Calculus BC Multipl Choic Eam Sction No Calculator Activ AP Calculus 008 BC Multipl Choic. At tim t 0, a particl moving in th -plan is th acclration vctor of th particl

More information

Large Scale Topology Optimization Using Preconditioned Krylov Subspace Recycling and Continuous Approximation of Material Distribution

Large Scale Topology Optimization Using Preconditioned Krylov Subspace Recycling and Continuous Approximation of Material Distribution Larg Scal Topology Optimization Using Prconditiond Krylov Subspac Rcycling and Continuous Approximation of Matrial Distribution Eric d Sturlr*, Chau L**, Shun Wang***, Glaucio Paulino** * Dpartmnt of Mathmatics,

More information

Another view for a posteriori error estimates for variational inequalities of the second kind

Another view for a posteriori error estimates for variational inequalities of the second kind Accptd by Applid Numrical Mathmatics in July 2013 Anothr viw for a postriori rror stimats for variational inqualitis of th scond kind Fi Wang 1 and Wimin Han 2 Abstract. In this papr, w giv anothr viw

More information

Developments in Geomathematics 5

Developments in Geomathematics 5 ~~": ~ L " r. :.. ~,.!.-. r,:... I Rprintd from I Dvlopmnts in Gomathmatics 5 Procdings of th Intrnational Symposium on Variational Mthods in ' Goscincs hld at th Univrsity of Oklahoma, Norman, Oklahoma,

More information

CIVL 8/ D Boundary Value Problems - Rectangular Elements 1/7

CIVL 8/ D Boundary Value Problems - Rectangular Elements 1/7 CIVL / -D Boundr Vlu Prolms - Rctngulr Elmnts / RECANGULAR ELEMENS - In som pplictions, it m mor dsirl to us n lmntl rprsnttion of th domin tht hs four sids, ithr rctngulr or qudriltrl in shp. Considr

More information

Thomas Whitham Sixth Form

Thomas Whitham Sixth Form Thomas Whitham Sith Form Pur Mathmatics Unit C Algbra Trigonomtr Gomtr Calculus Vctor gomtr Pag Algbra Molus functions graphs, quations an inqualitis Graph of f () Draw f () an rflct an part of th curv

More information

The Finite Element Method

The Finite Element Method Th Finit Elmnt Mthod Eulr-Brnoulli and Timoshnko Bams Rad: Chaptr 5 CONTENTS Eulr-Brnoulli bam thory Govrning Equations Finit lmnt modl Numrical ampls Timoshnko bam thory Govrning Equations Finit lmnt

More information

KCET 2016 TEST PAPER WITH ANSWER KEY (HELD ON WEDNESDAY 4 th MAY, 2016)

KCET 2016 TEST PAPER WITH ANSWER KEY (HELD ON WEDNESDAY 4 th MAY, 2016) . Th maimum valu of Ë Ë c /. Th contraositiv of th convrs of th statmnt If a rim numbr thn odd If not a rim numbr thn not an odd If a rim numbr thn it not odd. If not an odd numbr thn not a rim numbr.

More information

A Quadratic Serendipity Plane Stress Rectangular Element

A Quadratic Serendipity Plane Stress Rectangular Element MAE 323: Chaptr 5 Putting It All Togthr A Quadratic Srndipity Plan Str Rctangular Elmnt In Chaptr 2, w larnd two diffrnt nrgy-bad mthod of: 1. Turning diffrntial quation into intgral (or nrgy) quation

More information

From Elimination to Belief Propagation

From Elimination to Belief Propagation School of omputr Scinc Th lif Propagation (Sum-Product lgorithm Probabilistic Graphical Modls (10-708 Lctur 5, Sp 31, 2007 Rcptor Kinas Rcptor Kinas Kinas X 5 ric Xing Gn G T X 6 X 7 Gn H X 8 Rading: J-hap

More information

Free Vibration Analysis of Stiffened Laminated Plates Using a New Stiffened Element

Free Vibration Analysis of Stiffened Laminated Plates Using a New Stiffened Element TEHNISHE MEHANIK, Band 8, Hft -4, (8), 7-6 Manusriptingang: 7. Otobr 7 Fr Vibration Analysis of Stiffnd Laminatd Plats Using a Nw Stiffnd Elmnt Tran Ich Thinh, Ngo Nhu Khoa A nw 9-nodd rctangular iffnd

More information

Middle East Technical University Department of Mechanical Engineering ME 413 Introduction to Finite Element Analysis

Middle East Technical University Department of Mechanical Engineering ME 413 Introduction to Finite Element Analysis Middl East Tchnical Univrsity Dpartmnt of Mchanical Enginring ME 4 Introduction to Finit Elmnt Analysis Chaptr 4 Trusss, Bams and Frams Ths nots ar prpard by Dr. Cünyt Srt http://www.m.mtu.du.tr/popl/cunyt

More information

Construction of Mimetic Numerical Methods

Construction of Mimetic Numerical Methods Construction of Mimtic Numrical Mthods Blair Prot Thortical and Computational Fluid Dynamics Laboratory Dltars July 17, 013 Numrical Mthods Th Foundation on which CFD rsts. Rvolution Math: Accuracy Stability

More information

TMMI37, vt2, Lecture 8; Introductory 2-dimensional elastostatics; cont.

TMMI37, vt2, Lecture 8; Introductory 2-dimensional elastostatics; cont. Lctr 8; ntrodctor 2-dimnsional lastostatics; cont. (modifid 23--3) ntrodctor 2-dimnsional lastostatics; cont. W will now contin or std of 2-dim. lastostatics, and focs on a somwhat mor adancd lmnt thn

More information

Hydrogen Atom and One Electron Ions

Hydrogen Atom and One Electron Ions Hydrogn Atom and On Elctron Ions Th Schrödingr quation for this two-body problm starts out th sam as th gnral two-body Schrödingr quation. First w sparat out th motion of th cntr of mass. Th intrnal potntial

More information

MMJ1153 COMPUTATIONAL METHOD IN SOLID MECHANICS PRELIMINARIES TO FEM

MMJ1153 COMPUTATIONAL METHOD IN SOLID MECHANICS PRELIMINARIES TO FEM B Course Content: A INTRODUCTION AND OVERVIEW Numerical method and Computer-Aided Engineering; Phsical problems; Mathematical models; Finite element method;. B Elements and nodes, natural coordinates,

More information

cycle that does not cross any edges (including its own), then it has at least

cycle that does not cross any edges (including its own), then it has at least W prov th following thorm: Thorm If a K n is drawn in th plan in such a way that it has a hamiltonian cycl that dos not cross any dgs (including its own, thn it has at last n ( 4 48 π + O(n crossings Th

More information

Mutually Independent Hamiltonian Cycles of Pancake Networks

Mutually Independent Hamiltonian Cycles of Pancake Networks Mutually Indpndnt Hamiltonian Cycls of Pancak Ntworks Chng-Kuan Lin Dpartmnt of Mathmatics National Cntral Univrsity, Chung-Li, Taiwan 00, R O C discipl@ms0urlcomtw Hua-Min Huang Dpartmnt of Mathmatics

More information

Broadband All-Angle Negative Refraction by Phononic Crystals

Broadband All-Angle Negative Refraction by Phononic Crystals Supplmntar Information Broadband All-Angl Ngativ Rfraction b Phononic Crstals Yang Fan Li, Fi Mng, Shiwi Zhou, Ming-Hui Lu and Xiaodong Huang 1 Optimization algorithm and procss Bfor th optimization procss,

More information

Background: We have discussed the PIB, HO, and the energy of the RR model. In this chapter, the H-atom, and atomic orbitals.

Background: We have discussed the PIB, HO, and the energy of the RR model. In this chapter, the H-atom, and atomic orbitals. Chaptr 7 Th Hydrogn Atom Background: W hav discussd th PIB HO and th nrgy of th RR modl. In this chaptr th H-atom and atomic orbitals. * A singl particl moving undr a cntral forc adoptd from Scott Kirby

More information

COHORT MBA. Exponential function. MATH review (part2) by Lucian Mitroiu. The LOG and EXP functions. Properties: e e. lim.

COHORT MBA. Exponential function. MATH review (part2) by Lucian Mitroiu. The LOG and EXP functions. Properties: e e. lim. MTH rviw part b Lucian Mitroiu Th LOG and EXP functions Th ponntial function p : R, dfind as Proprtis: lim > lim p Eponntial function Y 8 6 - -8-6 - - X Th natural logarithm function ln in US- log: function

More information

Einstein Equations for Tetrad Fields

Einstein Equations for Tetrad Fields Apiron, Vol 13, No, Octobr 006 6 Einstin Equations for Ttrad Filds Ali Rıza ŞAHİN, R T L Istanbul (Turky) Evry mtric tnsor can b xprssd by th innr product of ttrad filds W prov that Einstin quations for

More information

Combinatorial Networks Week 1, March 11-12

Combinatorial Networks Week 1, March 11-12 1 Nots on March 11 Combinatorial Ntwors W 1, March 11-1 11 Th Pigonhol Principl Th Pigonhol Principl If n objcts ar placd in hols, whr n >, thr xists a box with mor than on objcts 11 Thorm Givn a simpl

More information

Text: WMM, Chapter 5. Sections , ,

Text: WMM, Chapter 5. Sections , , Lcturs 6 - Continuous Probabilit Distributions Tt: WMM, Chaptr 5. Sctions 6.-6.4, 6.6-6.8, 7.-7. In th prvious sction, w introduc som of th common probabilit distribution functions (PDFs) for discrt sampl

More information

Finite Element Model of a Ferroelectric

Finite Element Model of a Ferroelectric Excrpt from th Procdings of th COMSOL Confrnc 200 Paris Finit Elmnt Modl of a Frrolctric A. Lópz, A. D Andrés and P. Ramos * GRIFO. Dpartamnto d Elctrónica, Univrsidad d Alcalá. Alcalá d Hnars. Madrid,

More information

Convergence Study for FEM- and FIT-Based Eigenvalue Solvers Applied to a TESLA 1.3 GHz Test Structure

Convergence Study for FEM- and FIT-Based Eigenvalue Solvers Applied to a TESLA 1.3 GHz Test Structure Convrgnc Stud for FEM- and FIT-Basd Eignvalu Solvrs Applid to a TESLA 1.3 GHz Tst Structur W. Ackrmann, H. D Grsm, W. F. O. Müllr Institut Thori Elktromagntischr Fldr, Tchnisch Univrsität Darmstadt Status

More information

MEEN 617 Handout #12 The FEM in Vibrations A brief introduction to the finite element method for modeling of mechanical structures

MEEN 617 Handout #12 The FEM in Vibrations A brief introduction to the finite element method for modeling of mechanical structures MEEN 67 Handout # T FEM in Vibrations A brif introduction to t finit lmnt mtod for modling of mcanical structurs T finit lmnt mtod (FEM) is a picwis application of a variational mtod. Hr I provid you wit

More information

St. Venants Torsion Constant of Hot Rolled Steel Profiles and Position of the Shear Centre

St. Venants Torsion Constant of Hot Rolled Steel Profiles and Position of the Shear Centre NSCC2009 St. Vnants Torsion Constant of Hot Rolld Stl Profils and Position of th Shar Cntr M. Kraus 1 & R. Kindmann 1 1 Institut for Stl and Composit Structurs, Univrsity of Bochum, Grmany BSTRCT: Th knowldg

More information

NEW APPLICATIONS OF THE ABEL-LIOUVILLE FORMULA

NEW APPLICATIONS OF THE ABEL-LIOUVILLE FORMULA NE APPLICATIONS OF THE ABEL-LIOUVILLE FORMULA Mirca I CÎRNU Ph Dp o Mathmatics III Faculty o Applid Scincs Univrsity Polithnica o Bucharst Cirnumirca @yahoocom Abstract In a rcnt papr [] 5 th indinit intgrals

More information

3. Numerical integration

3. Numerical integration 3. Numerical integration... 3. One-dimensional quadratures... 3. Two- and three-dimensional quadratures... 3.3 Exact Integrals for Straight Sided Triangles... 5 3.4 Reduced and Selected Integration...

More information

Note If the candidate believes that e x = 0 solves to x = 0 or gives an extra solution of x = 0, then withhold the final accuracy mark.

Note If the candidate believes that e x = 0 solves to x = 0 or gives an extra solution of x = 0, then withhold the final accuracy mark. . (a) Eithr y = or ( 0, ) (b) Whn =, y = ( 0 + ) = 0 = 0 ( + ) = 0 ( )( ) = 0 Eithr = (for possibly abov) or = A 3. Not If th candidat blivs that = 0 solvs to = 0 or givs an tra solution of = 0, thn withhold

More information

A Comparative study of Load Capacity and Pressure Distribution of Infinitely wide Parabolic and Inclined Slider Bearings

A Comparative study of Load Capacity and Pressure Distribution of Infinitely wide Parabolic and Inclined Slider Bearings Procdings of th World Congrss on Enginring 2 Vol II WCE 2, Jun 3 - July 2, 2, London, U.K. A Comparativ study of Load Capacity and Prssur Distribution of Infinitly wid Parabolic and Inclind Slidr Barings

More information

ME469A Numerical Methods for Fluid Mechanics

ME469A Numerical Methods for Fluid Mechanics ME469A Numrical Mthods for Fluid Mchanics Handout #5 Gianluca Iaccarino Finit Volum Mthods Last tim w introducd th FV mthod as a discrtization tchniqu applid to th intgral form of th govrning quations

More information

The Weak Patch Test for Nonhomogeneous Materials Modeled with Graded Finite Elements

The Weak Patch Test for Nonhomogeneous Materials Modeled with Graded Finite Elements Th Wak Patch Tst for Nonhomognous Matrials Modld with... Glaucio H. Paulino paulino@uiuc.du Univrsit of Illinois at Urbana Champaign Dpt. of Civil and Environmntal Eng. Urbana, IL 680. USA Jong-Ho Kim

More information

Introduction Linear system Nonlinear equation Interpolation

Introduction Linear system Nonlinear equation Interpolation Interpolation Interpolation is the process of estimating an intermediate value from a set of discrete or tabulated values. Suppose we have the following tabulated values: y y 0 y 1 y 2?? y 3 y 4 y 5 x

More information

SOME PARAMETERS ON EQUITABLE COLORING OF PRISM AND CIRCULANT GRAPH.

SOME PARAMETERS ON EQUITABLE COLORING OF PRISM AND CIRCULANT GRAPH. SOME PARAMETERS ON EQUITABLE COLORING OF PRISM AND CIRCULANT GRAPH. K VASUDEVAN, K. SWATHY AND K. MANIKANDAN 1 Dpartmnt of Mathmatics, Prsidncy Collg, Chnnai-05, India. E-Mail:vasu k dvan@yahoo.com. 2,

More information

3-D SQCE Model and Its Application in Fracture Mechanics *

3-D SQCE Model and Its Application in Fracture Mechanics * 3-D SQCE Modl and Its Application in Fractur Mchanics * Zhichao Wang Sr. ad Enginr Applid Mchanics Dpt., Emrson Climat Tchnology, USA Tribikram Kundu - Profssor Enginring Mchanics Dpt.,Th Univrsity of

More information

Higher order derivatives

Higher order derivatives Robrto s Nots on Diffrntial Calculus Chaptr 4: Basic diffrntiation ruls Sction 7 Highr ordr drivativs What you nd to know alrady: Basic diffrntiation ruls. What you can larn hr: How to rpat th procss of

More information

Multiple-Choice Test Introduction to Partial Differential Equations COMPLETE SOLUTION SET

Multiple-Choice Test Introduction to Partial Differential Equations COMPLETE SOLUTION SET Mltipl-Choic Tst Introdction to Partial Diffrntial Eqations COMPLETE SOLUTION SET 1. A partial diffrntial qation has (A on indpndnt variabl (B two or mor indpndnt variabls (C mor than on dpndnt variabl

More information

Maxwell s Equations on a Yee Grid

Maxwell s Equations on a Yee Grid Instructor Dr. Ramond Rumpf (95) 77 6958 rcrumpf@utp.du 57 Computational lctromagntics (CM) Lctur # Mawll s quations on a Y Grid Lctur Ths nots ma contain coprightd matrial obtaind undr fair us ruls. Distribution

More information

Reparameterization and Adaptive Quadrature for the Isogeometric Discontinuous Galerkin Method

Reparameterization and Adaptive Quadrature for the Isogeometric Discontinuous Galerkin Method Rparamtrization and Adaptiv Quadratur for th Isogomtric Discontinuous Galrkin Mthod Agns Silr, Brt Jüttlr 2 Doctoral Program Computational Mathmatics 2 Institut of Applid Gomtry Johanns Kplr Univrsity

More information

Thermal buckling analysis of skew bre-reinforced composite and sandwich plates using shear deformable nite element models

Thermal buckling analysis of skew bre-reinforced composite and sandwich plates using shear deformable nite element models Composit Structurs 49 () ±85 www.lsir.com/locat/compstruc Thrmal buckling analsis of skw br-rinforcd composit and sandwich plats using shar dformabl nit lmnt modls T. Kant *, C.S. Babu Dpartmnt of Ciil

More information

A MODIFIED ORTHOGONAL COLLOCATION METHOD FOR REACTION DIFFUSION PROBLEMS

A MODIFIED ORTHOGONAL COLLOCATION METHOD FOR REACTION DIFFUSION PROBLEMS Brazilian Journal of Chmical Enginring ISSN -663 Printd in Brazil www.abq.org.br/bjch Vol. 3, No., pp. 967-975, Octobr - Dcmbr,.doi.org/.59/-663.3s69 A MODIFIED ORTHOGONAL COLLOCATION METHOD FOR REACTION

More information

Southern Taiwan University

Southern Taiwan University Chaptr Ordinar Diffrntial Equations of th First Ordr and First Dgr Gnral form:., d +, d 0.a. f,.b I. Sparabl Diffrntial quations Form: d + d 0 C d d E 9 + 4 0 Solution: 9d + 4d 0 9 + 4 C E + d Solution:

More information

Difference -Analytical Method of The One-Dimensional Convection-Diffusion Equation

Difference -Analytical Method of The One-Dimensional Convection-Diffusion Equation Diffrnc -Analytical Mthod of Th On-Dimnsional Convction-Diffusion Equation Dalabav Umurdin Dpartmnt mathmatic modlling, Univrsity of orld Economy and Diplomacy, Uzbistan Abstract. An analytical diffrncing

More information

Lecture Note 3: Polynomial Interpolation. Xiaoqun Zhang Shanghai Jiao Tong University

Lecture Note 3: Polynomial Interpolation. Xiaoqun Zhang Shanghai Jiao Tong University Lecture Note 3: Polynomial Interpolation Xiaoqun Zhang Shanghai Jiao Tong University Last updated: October 24, 2013 1.1 Introduction We first look at some examples. Lookup table for f(x) = 2 π x 0 e x2

More information

Electromagnetic Scattering Analysis of Arbitrarily Shaped Material Cylinder by FEM-BEM Method

Electromagnetic Scattering Analysis of Arbitrarily Shaped Material Cylinder by FEM-BEM Method NASA Tchnical Papr 3575 Elctromagntic Scattring Analysis of Arbitrarily Shapd Matrial Cylindr by FEM-BEM Mthod M. D. Dshpand VIGYAN, Inc. Hampton, Virginia C. R. Cockrll and C. J. Rddy Langly Rsarch Cntr

More information

MAE4700/5700 Finite Element Analysis for Mechanical and Aerospace Design

MAE4700/5700 Finite Element Analysis for Mechanical and Aerospace Design MAE4700/5700 Finit Elmnt Analysis for Mchanical and Arospac Dsign Cornll Univrsity, Fall 2009 Nicholas Zabaras Matrials Procss Dsign and Control Laboratory Sibly School of Mchanical and Arospac Enginring

More information

Addition of angular momentum

Addition of angular momentum Addition of angular momntum April, 0 Oftn w nd to combin diffrnt sourcs of angular momntum to charactriz th total angular momntum of a systm, or to divid th total angular momntum into parts to valuat th

More information

ECE 650 1/8. Homework Set 4 - Solutions

ECE 650 1/8. Homework Set 4 - Solutions ECE 65 /8 Homwork St - Solutions. (Stark & Woods #.) X: zro-man, C X Find G such that Y = GX will b lt. whit. (Will us: G = -/ E T ) Finding -valus for CX: dt = (-) (-) = Finding corrsponding -vctors for

More information

Electroweak Correction for the Study of Higgs Potential in LC

Electroweak Correction for the Study of Higgs Potential in LC Elctrowak Corrction for th Study of Higgs Potntial in LC LAPTH-Minamitatya Collaboration LCS05 005.3.19, Stanford U. prsntd by K.Kato(Kogakuin U.) Introduction LC: high-prcision xprimnts Rquirs th sam

More information

Addition of angular momentum

Addition of angular momentum Addition of angular momntum April, 07 Oftn w nd to combin diffrnt sourcs of angular momntum to charactriz th total angular momntum of a systm, or to divid th total angular momntum into parts to valuat

More information

Abstract Interpretation: concrete and abstract semantics

Abstract Interpretation: concrete and abstract semantics Abstract Intrprtation: concrt and abstract smantics Concrt smantics W considr a vry tiny languag that manags arithmtic oprations on intgrs valus. Th (concrt) smantics of th languags cab b dfind by th funzcion

More information

A POSTERIORI ERROR ESTIMATION FOR AN INTERIOR PENALTY TYPE METHOD EMPLOYING H(DIV) ELEMENTS FOR THE STOKES EQUATIONS

A POSTERIORI ERROR ESTIMATION FOR AN INTERIOR PENALTY TYPE METHOD EMPLOYING H(DIV) ELEMENTS FOR THE STOKES EQUATIONS A POSTERIORI ERROR ESTIMATION FOR AN INTERIOR PENALTY TYPE METHOD EMPLOYING H(DIV) ELEMENTS FOR THE STOKES EQUATIONS JUNPING WANG, YANQIU WANG, AND XIU YE Abstract. This papr stablishs a postriori rror

More information

Potential energy of a structure. Vforce. joints j

Potential energy of a structure. Vforce. joints j Potntial nrgy of a strctr P y P x y x P y P x ij ij ij V K ( ) Vforc P V ij ij j j K ( ) P [ K] r Elastic Potntial nrgy of mmbr ij Potntial nrgy of applid forc at joint i i i i mmbrs joints j Find th st

More information

Symmetric Interior Penalty Galerkin Method for Elliptic Problems

Symmetric Interior Penalty Galerkin Method for Elliptic Problems Symmtric Intrior Pnalty Galrkin Mthod for Elliptic Problms Ykatrina Epshtyn and Béatric Rivièr Dpartmnt of Mathmatics, Univrsity of Pittsburgh, 3 Thackray, Pittsburgh, PA 56, U.S.A. Abstract This papr

More information

UNIFIED ERROR ANALYSIS

UNIFIED ERROR ANALYSIS UNIFIED ERROR ANALYSIS LONG CHEN CONTENTS 1. Lax Equivalnc Torm 1 2. Abstract Error Analysis 2 3. Application: Finit Diffrnc Mtods 4 4. Application: Finit Elmnt Mtods 4 5. Application: Conforming Discrtization

More information

u x A j Stress in the Ocean

u x A j Stress in the Ocean Strss in t Ocan T tratmnt of strss and strain in fluids is comlicatd and somwat bond t sco of tis class. Tos rall intrstd sould look into tis rtr in Batclor Introduction to luid Dnamics givn as a rfrnc

More information

The Equitable Dominating Graph

The Equitable Dominating Graph Intrnational Journal of Enginring Rsarch and Tchnology. ISSN 0974-3154 Volum 8, Numbr 1 (015), pp. 35-4 Intrnational Rsarch Publication Hous http://www.irphous.com Th Equitabl Dominating Graph P.N. Vinay

More information

Linear Non-Gaussian Structural Equation Models

Linear Non-Gaussian Structural Equation Models IMPS 8, Durham, NH Linar Non-Gaussian Structural Equation Modls Shohi Shimizu, Patrik Hoyr and Aapo Hyvarinn Osaka Univrsity, Japan Univrsity of Hlsinki, Finland Abstract Linar Structural Equation Modling

More information

Numerical Methods I: Numerical Integration/Quadrature

Numerical Methods I: Numerical Integration/Quadrature 1/20 Numerical Methods I: Numerical Integration/Quadrature Georg Stadler Courant Institute, NYU stadler@cims.nyu.edu November 30, 2017 umerical integration 2/20 We want to approximate the definite integral

More information

Miscellaneous open problems in the Regular Boundary Collocation approach

Miscellaneous open problems in the Regular Boundary Collocation approach Miscllnous opn problms in th Rgulr Boundry Colloction pproch A. P. Zilińsi Crcow Univrsity of chnology Institut of Mchin Dsign pz@mch.p.du.pl rfftz / MFS Confrnc ohsiung iwn 5-8 Mrch 0 Bsic formultions

More information

A Propagating Wave Packet Group Velocity Dispersion

A Propagating Wave Packet Group Velocity Dispersion Lctur 8 Phys 375 A Propagating Wav Packt Group Vlocity Disprsion Ovrviw and Motivation: In th last lctur w lookd at a localizd solution t) to th 1D fr-particl Schrödingr quation (SE) that corrsponds to

More information

A Weakly Over-Penalized Non-Symmetric Interior Penalty Method

A Weakly Over-Penalized Non-Symmetric Interior Penalty Method Europan Socity of Computational Mthods in Scincs and Enginring (ESCMSE Journal of Numrical Analysis, Industrial and Applid Mathmatics (JNAIAM vol.?, no.?, 2007, pp.?-? ISSN 1790 8140 A Wakly Ovr-Pnalizd

More information

INTEGRATION BY PARTS

INTEGRATION BY PARTS Mathmatics Rvision Guids Intgration by Parts Pag of 7 MK HOME TUITION Mathmatics Rvision Guids Lvl: AS / A Lvl AQA : C Edcl: C OCR: C OCR MEI: C INTEGRATION BY PARTS Vrsion : Dat: --5 Eampls - 6 ar copyrightd

More information

CHAPTER 2 LAGRANGIAN AND EULERIAN FINITE ELEMENTS IN ONE DIMENSION

CHAPTER 2 LAGRANGIAN AND EULERIAN FINITE ELEMENTS IN ONE DIMENSION CHAPTER 2 LAGRANGIAN AND EULERIAN FINITE ELEMENTS IN ONE DIMENSION by Td Blytschko Northwstrn Univrsity @ Copyright 1997 2.1 Introduction In this chaptr, th quations for on-dimnsional modls of nonlinar

More information