The finite element method for solid and structural mechanics

This is the key text and reference for engineers, researchers and senior students dealing with the analysis and modelling of structures - from large civil engineering projects such as dams, to aircraft structures, through to small engineered components. Covering small and large deformation behaviour...

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Bibliographic Details
Main Author: Zienkiewicz, O. C.
Other Authors: Taylor, Robert L. 1934-
Format: eBook
Language: English
Published: Amsterdam ; Boston : Elsevier Butterworth-Heinemann, ©2005.
Edition: 6th ed.
Subjects:
Structural analysis (Engineering)
Continuum mechanics.
Finite element method.
elektronické knihy
electronic books
ISBN: 9780080455587
0080455581
9780750663212
0750663219
Physical Description: 1 online resource (xv, 631 pages) : illustrations

Cover

Table of contents

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100 1 |a Zienkiewicz, O. C. 
245 1 4 |a The finite element method for solid and structural mechanics /  |c O.C. Zienkiewicz, R.L. Taylor. 
250 |a 6th ed. 
260 |a Amsterdam ;  |a Boston :  |b Elsevier Butterworth-Heinemann,  |c ©2005. 
300 |a 1 online resource (xv, 631 pages) :  |b illustrations 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
504 |a Includes bibliographical references and indexes. 
505 0 |a Cover -- The Finite Element Method for Solid and Structural Mechanics Sixth edition -- Contents -- Preface -- 1. General problems in solid mechanics and non-linearity -- 1.1 Introduction -- 1.2 Small deformation solid mechanics problems -- 1.3 Variational forms for non-linear elasticity -- 1.4 Weak forms of governing equations -- 1.5 Concluding remarks -- References -- 2. Galerkin method of approximation -- irreducible and mixed forms -- 2.1 Introduction -- 2.2 Finite element approximation -- Galerkin method -- 2.3 Numerical integration -- quadrature -- 2.4 Non-linear transient and steady-state problems -- 2.5 Boundary conditions: non-linear problems -- 2.6 Mixed or irreducible forms -- 2.7 Non-linear quasi-harmonic field problems -- 2.8 Typical examples of transient non-linear calculations -- 2.9 Concluding remarks -- References -- 3. Solution of non-linear algebraic equations -- 3.1 Introduction -- 3.2 Iterative techniques -- 3.3 General remarks -- incremental and rate methods -- References -- 4. Inelastic and non-linear materials -- 4.1 Introduction -- 4.2 Viscoelasticity -- history dependence of deformation -- 4.3 Classical time-independent plasticity theory -- 4.4 Computation of stress increments -- 4.5 Isotropic plasticity models -- 4.6 Generalized plasticity -- 4.7 Some examples of plastic computation -- 4.8 Basic formulation of creep problems -- 4.9 Viscoplasticity -- a generalization -- 4.10 Some special problems of brittle materials -- 4.11 Non-uniqueness and localization in elasto-plastic deformations -- 4.12 Non-linear quasi-harmonic field problems -- 4.13 Concluding remarks -- References -- 5. Geometrically non-linear problems -- finite deformation -- 5.1 Introduction -- 5.2 Governing equations -- 5.3 Variational description for finite deformation -- 5.4 Two-dimensional forms -- 5.5 A three-field, mixed finite deformation formulation -- 5.6 A mixed-enhanced finite deformation formulation -- 5.7 Forces dependent on deformation -- pressure loads -- 5.8 Concluding remarks -- References -- 6. Material constitution for finite deformation -- 6.1 Introduction -- 6.2 Isotropic elasticity -- 6.3 Isotropic viscoelasticity -- 6.4 Plasticity models -- 6.5 Incremental formulations -- 6.6 Rate constitutive models -- 6.7 Numerical examples -- 6.8 Concluding remarks -- References -- 7. Treatment of constraints -- contact and tied interfaces -- 7.1 Introduction -- 7.2 Node-node contact: Hertzian contact -- 7.3 Tied interfaces -- 7.4 Node-surface contact -- 7.5 Surface-surface contact -- 7.6 Numerical examples -- 7.7 Concluding remarks -- References -- 8. Pseudo-rigid and rigid-flexible bodies -- 8.1 Introduction -- 8.2 Pseudo-rigid motions -- 8.3 Rigid motions -- 8.4 Connecting a rigid bo. 
506 |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty 
520 |a This is the key text and reference for engineers, researchers and senior students dealing with the analysis and modelling of structures - from large civil engineering projects such as dams, to aircraft structures, through to small engineered components. Covering small and large deformation behaviour of solids and structures, it is an essential book for engineers and mathematicians. The new edition is a complete solids and structures text and reference in its own right and forms part of the world-renowned Finite Element Method series by Zienkiewicz and Taylor. New material in this editi. 
590 |a Knovel  |b Knovel (All titles) 
650 0 |a Structural analysis (Engineering) 
650 0 |a Continuum mechanics. 
650 0 |a Finite element method. 
655 7 |a elektronické knihy  |7 fd186907  |2 czenas 
655 9 |a electronic books  |2 eczenas 
700 1 |a Taylor, Robert L.  |q (Robert Leroy),  |d 1934-  |1 https://id.oclc.org/worldcat/entity/E39PCjyh39hqXDGXvhwgyHyw4q 
776 0 8 |i Print version:  |a Zienkiewicz, O.C.  |t Finite element method for solid and structural mechanics.  |b 6th ed.  |d Amsterdam ; Boston : Elsevier Butterworth-Heinemann, ©2005  |z 0750663219  |w (DLC) 2006272263  |w (OCoLC)61439671 
856 4 0 |u https://proxy.k.utb.cz/login?url=https://app.knovel.com/hotlink/toc/id:kpFEMSSME2/finite-element-method?kpromoter=marc  |y Full text 

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