Verfügbarkeit: What every engineer should know about computational techniques of finite element analysis

What every engineer should know about computational techniques of finite element analysis:

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Bibliographische Detailangaben
1. Verfasser:	Komzsik, Louis (VerfasserIn)
Format:	Buch
Sprache:	English
Veröffentlicht:	Boca Raton, Fla. [u.a.] Taylor & Francis 2005
Schriftenreihe:	What every engineer should know 38
Schlagworte:	Éléments finis, Méthode des Finite element method Finite-Elemente-Methode
Online-Zugang:	Inhaltsverzeichnis
Beschreibung:	Includes bibliographical references and index
Beschreibung:	XXI, 265 S. Ill., graph. Darst.
ISBN:	0849335639

Internformat

MARC


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Datensatz im Suchindex

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adam_text	WHAT EVERY ENGINEERSHOULD KNOW ABOUT COMPUTATIONAL TECHNIQUES OF FINITE ELEMENT ANALYSIS LOUIS KOMZSIK UGS PLM SOLUTIONS CYPRESS, CALIFORNIA, U.S.A. TAYLOR & FRANCIS ^ ^ J TAYLOR & FRANCIS CROUP BOCA RATON LONDON NEW YORK SINGAPORE A CRC TITLE, PARI; OF THE TAYLOR & FRANCIS IMPRINT, A MEMBER OF THE TAYLOR & FRANTFS CROUP, THE ACADEMIC DIVISION OF T&F INFORMA PLC. CONTENTS PREFACE IX ABOUT THE AUTHOR XL LIST OF FIGURES XVL1 LIST OF TABLES XIX ACKNOWLEDGMENTS XXL I NUMERICAL MODEL GENERATION 1 1 FINITE ELEMENT ANALYSIS 3 1.1 SOLUTION OF BOUNDARY VALUE PIOBLEMS 3 1.2 FINITE CLEMENT SHAPE FUNCTIONS 6 1.3 FINITE CLEMENT BASIS FUNCTIONS 8 1.4 ASSEMBLY OF FINITE ELEMCNT MATRICES H 1.5 ELEMENT MATRIX GENERATION 14 1.6 LOCAL TO GLOBAL COORDIIIATE TRAIISFORMATION 18 1.7 A QUADRILATERAL FINITE DEMENT 19 REFERENCES 25 2 FINITE ELEMENT MODEL GENERATION 27 2.1 SPLINE APPROXIINATION 27 2.2 GEOMETRIE MODELING OBJEETS 33 2.3 GEOMETRIE MODEL DISCRETIZATION 37 2.4 DCLAUNAY MESH GENERATION 39 REFERENCES 41 3 MODELING OF PHYSICAL PHENOMENA 43 3.1 LAGRANGE S EQUATIONS OF MOTION 43 3.2 CONTINUUM MECHANICAL SYSTEMS 45 3.3 FINITE DEMENT ANALYSIS OF ELASTIC CONTIMMM 47 3.4 A TETRAHEDRAL FINITE ELEMCNT 49 3.5 EQUATIOII OF MOTION OF INCCHANICTUE SYSTEM 53 3.6 TRANSFORMATION TO FREQUENCY DOMAIN 55 REFERENCES XIII XIV CONTENT ,S 4 CONSTRAINTS AND BOUNDARY CONDITIONS 59 4.1 THE CONEEPT OF RNULTI-POINT CONSTRAINTS 60 4.2 THE ELIMINATION OF MULTI-POINT CONSTRAINTS 63 4.3 AN AXIAL BAR ELEMCNT 55 4.4 THE CONEEPT OF SINGLE-POINT CONSTRAINTS 69 4.5 THE ELIMINATION OF SINGLE-POINT CONSTRAINTS 70 REFERENCES 72 5 SINGULARITY DETECTION OF FINITE ELEMENT MODELS 73 5.1 LOCAL SINGUIARITIES 73 5.2 GLOBAL SINGUIARITIES 77 5.3 MASSLESS DEGREES OF FREEDOM 79 5.4 INDUSTRIAL CASE STUDIES GN REFERENCES G2 II COMPUTATIONAL REDUCTION TECHNIQUES 83 6 MATRIX FACTORIZATION AND LINEAR SYSTEM SOLUTION 85 6.1 FINITE ELEMENT TNATRIX RCORDERIIIG 85 6.2 SPARSE MATRIX FACTORIZATION GG 6.3 MULTI-FRONTAL FACTORIZATION 90 6.4 LINEAR SYSTEM SOLUTION 92 6.5 DISTRIBUTED FACTORIZATION AND SOLUTION 93 6.6 FACTORIZATION CASE STUDY 9G REFERENCES 99 7 STATIC CONDENSATION 101 7.1 SINGIE-LEVEL, SINGLE-CORNPONENT CONDENSATION 101 7.2 COMPUTATIONAL EXAMPLE 104 7.3 SHIGLE-LCVEL, MULTIPLE-COMPONENT CONDENSATION 105 7.4 MULUEPLE-LEVCL STATIC CONDENSATION 109 7.5 STATIC CONDENSATION CASE STUDY 113 REFERENCES -Q^ 8 SPECTRAL COMPUTATIONS 117 8.1 SPECTRAL TRANSFORMATION 117 8.2 LANCZOS REDUCTION IPN 8.3 GENERALIZED CIGENVALUE PROBLEM 122 8.4 EIGENVALUE COMPUTATION 124 8.5 DISTRIBUTED EIGENVALUE COMPUTATION 126 8.6 NORMAL RNODES ANALYSIS CASE STUDY 130 8.7 COMPLCX SPECTRAL COMPUTATION 133 8.8 COMPLCX MODES ANALYSIS CASE STUDY 136 8.9 DENSE EIGENVALUE ANALYSIS 13G 8.10 HOUSEHOLDER REDUCTION TECHNIQUES 141 CONTENTS XV 8.11 TRIDIAGONAL REDUCTION 142 8.12 REDUCTION TO HESSENBERG FORM 144 REFERCNCES 145 9 DYNAMIC REDUCTION 147 9.1 SINGLE-LCVEL, SINGLE-COMPONENT DYNAMIC REDUCTION 147 9.2 ACCURACY OF DYNAMIC REDUCTION 149 9.3 COMPUTATIONAL EXAMPLE 152 9.4 SINGLE-LEVEL, MULTIPLC-COMPONCNT DYNAMIC REDUCTION 154 9.5 MULTIPLE-LEVEL DYNAMIC REDUCTION 156 9.6 MULTI-BODY ANALYSIS APPLICTVTION 159 R.EFERENCES 160 10 COMPONENT MODAL SYNTHESIS 163 10.1 SINGLE-LEVEL, SINGLE-COMPONENT MODAL SYNTHESIS 163 10.2 MIXED BOUNDARY COMPONENT MODE REDUCTION 165 10.3 COMPUTATIONAL EXAMPLE 168 10.4 SINGLE-LEVCL. MULTIPLC-COMPONCNT MODAL SYNTHESIS 171 10.5 MULTIPLC-LCVEL MODAL SYNTHESIS 174 10.6 COMPONENT MODAL SYNTHESIS CASE STUDY 176 REFERCNCES 1^8 III ENGINEERING SOLUTION COMPUTATIONS 181 11 MODAL SOLUTION TECHNIQUE 183 11.1 MODAL REDUCTION 183 11.2 TRUNCATION ERROR IN MODAL REDUCTION 185 11.3 THE METHOD OF RESIDUAL FIEXIBILITY 186 11.4 THE METHOD OF MODE ACCELERATION 189 11.5 COUPLED MODAL SOLUTION APPLICATION 190 REFERENCCS 19^ 12 TRANSIENT RESPONSE ANALYSIS 195 12.1 THE CENTRAL DIFFERENCE METHOD 195 12.2 THE NCWMARK METHOD 196 12.3 STARTING CONDITIOUS AND TIMC STEP CHANGES 198 12.4 STABILITY OF TIME INTEGRATION TECHNIQUES 199 12.5 TRANSIENT SOLUTION CASE STUDY 202 REFERCNCES 204 13 FREQUENCY DOMAIN ANALYSIS 205 13.1 DIRECT AND MODAL FREQUENCY RESPONSE ANALYSIS 205 13.2 R.CDUCED-ORDER FREQUENCY RESPONSE ANALYSIS 206 13.3 ACCURACY OF REDUCED-ORDER SOLUTION 209 1.3.4 FREQUENCY RESPONSE CASE STUDY 210 XVI CONTENTS TIEFEREN COM 211 14 NONLINEAR ANALYSIS 213 14.1 INTIODIICTIORI TO NONLINEAR ANALYSIS 213 14.2 NEWTON-RAPLISON METHODS 217 14.3 QUASI-NEWTON ITERATION TECLMIQUCS 219 14.4 CONVERGCNCE CRITERIA 222 14.5 COMPUTATIONAL EXAMPK; 223 14.6 NONLINEAR DYNAMICS 225 LLCFERENCES 227 15 SENSITIVITY AND OPTIMIZATION 229 15.1 DESIGN SENSITIVITY 229 (5.2 DESIGN OPTIMIZATION 230 15.3 PLANAR BENDING OF THE BAR 234 15.4 COMPUTATIONAL EXAMPLE 237 15.5 EIGCRIFUNCTION SENSITIVITIES 242 15.6 VAIIATIONAL ANALYSIS 244 ILEFERENCES 247 16 ENGINEERING RESULT COMPUTATIONS 249 16.1 DISPLACCMENT RECOVERY 249 16.2 STRESS CALCULATIOII 251 16.3 NODAL DATA INTERPOLATION 251 16.4 LEVEL CURVE COMPUTATION 254 16.5 ENGINEERING RESUKS CASE STUDY 256 REFERENCES 257 CLOSING REMARKS 259 ANNOTATION 261 INDEX 2 6 3
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spelling	Komzsik, Louis Verfasser aut What every engineer should know about computational techniques of finite element analysis Louis Komzsik Boca Raton, Fla. [u.a.] Taylor & Francis 2005 XXI, 265 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier What every engineer should know 38 Includes bibliographical references and index Éléments finis, Méthode des Finite element method Finite-Elemente-Methode (DE-588)4017233-8 gnd rswk-swf Finite-Elemente-Methode (DE-588)4017233-8 s DE-604 What every engineer should know 38 (DE-604)BV004410434 38 GBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=013078166&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis
spellingShingle	Komzsik, Louis What every engineer should know about computational techniques of finite element analysis What every engineer should know Éléments finis, Méthode des Finite element method Finite-Elemente-Methode (DE-588)4017233-8 gnd
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title	What every engineer should know about computational techniques of finite element analysis
title_auth	What every engineer should know about computational techniques of finite element analysis
title_exact_search	What every engineer should know about computational techniques of finite element analysis
title_full	What every engineer should know about computational techniques of finite element analysis Louis Komzsik
title_fullStr	What every engineer should know about computational techniques of finite element analysis Louis Komzsik
title_full_unstemmed	What every engineer should know about computational techniques of finite element analysis Louis Komzsik
title_short	What every engineer should know about computational techniques of finite element analysis
title_sort	what every engineer should know about computational techniques of finite element analysis
topic	Éléments finis, Méthode des Finite element method Finite-Elemente-Methode (DE-588)4017233-8 gnd
topic_facet	Éléments finis, Méthode des Finite element method Finite-Elemente-Methode
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