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Crisfield M.A. — Non-Linear Finite Element Analysis of Solids and Structures. Vol. 1: Essentials
Crisfield M.A. — Non-Linear Finite Element Analysis of Solids and Structures. Vol. 1: Essentials



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Название: Non-Linear Finite Element Analysis of Solids and Structures. Vol. 1: Essentials

Автор: Crisfield M.A.

Аннотация:

Non-linear Finite Element Analysis of Solids and Structures Volume 1 : Essentials M.A. Crisfield Imperial College of Science, Technology and Medicine, London, UK Taking an engineering rather than a mathematical bias, this comprehensive book details the fundamentals of non-linear finite element analysis. The author explains how non-linear techniques can be used to solve practical problems. The main ideas of geometric non-linearity, continuum mechanics, plasticity, element technology and stability theory are explored in detail. The reader is also introduced to the recent research in this developing field. The computer programs in the text are available on the Internet via anonymous ftp, using the URL ftp://cc.ic.ac.uk, directory /pub/depts/aero/nonlin. These useful finite element computer programs illustrate many of the ideas considered in the book. The logic can also be followed without these finer details since these computer programs and subroutines are also represented by examples and flowcharts. The second volume will address advanced topics such as large strains and large rotations, plasticity with a range of yield criteria and hardening rules, stability theory and advanced solution procedures including branch-switching techniques, contact and friction, and non-linear dynamics. It will also include examples from an up-dated non-linear finite element computer program incorporating the advanced solution procedures.


Язык: en

Рубрика: Математика/Численные методы/Конечные элементы/

Статус предметного указателя: Готов указатель с номерами страниц

ed2k: ed2k stats

Год издания: 1996

Количество страниц: 362

Добавлена в каталог: 20.02.2005

Операции: Положить на полку | Скопировать ссылку для форума | Скопировать ID
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Предметный указатель
Timoshenko beam theory, corotational element using      2 19—20
Timoshenko, S.      208[T1]
Timoshenko, S.& Goodier, J.N.      104[T1]
Timoshenko, S.P.& Woinowsky-Krieger, S.      119[T2]
Total Lagrangian continuum formulation      235
Total Lagrangian formulation      136—144
Total Lagrangian formulation, implementation of      144—146
Total potential energy      253—254
Tracey, D.M.& Freese, C.E.      154[T1]
Transformation matrix      78
Transformation procedures      78
Transformation to new set of axes      110—113
True stress      121—125 146—147
Truncated Taylor expansion      8 26
Truncated Taylor series      14 15 168 177 183 253
Truss elements, based on Green's strain      65—75
Truss elements, Fortran subroutines for      85—90
Turner, M.J, Dill, E.H., Martin, H.C.& Melosh, J.R.      1[T2] 2[T2]
Two-dimensional formulation      137
Ulrich, K.      252[U1] 326[U1]
Unit membrane stress field      16
Updated coordinates      72—73
Updated Lagrangian formulation      146—147
Updated Lagrangian formulation, implementation of      147—145 0
Variational inequality      194
Virtual local displacements      214—215
Virtual work      18 215—216 240—241
Virtual work, expressions using Green's strain      118—119 see
Viscoplasticity      152
Volumetric components      108—109 164
Von Karman equations      242
von Karman strain-displacement relationships      119—120
von Karman, T.      119[V1]
von Mises yield criterion      152 160 166
von Mises yield criterion, three-dimensional      162—166 175
von Mises yield function      156 161 168
von Mises, R.      152[V1] 152[V2] 193[V1]
Wagner, W.& Wriggers, P.      253[W1]
Washizu, K.      207[W1]
Waszczyszyn, Z,      152[W1] 171[W1]
Watson, L.T.      271[W3]
Watson, L.T.& Holzer, M.      275[W4]
Wempner, G .      104[W1] 211[W2] 235[W1]
Wempner, G.A.      253[W5] 266[W5] 271 272[W5] 275[W5]
Wen, R.K.& Rahimzadeh, J.      201[W3]
Whange, B.      2[W1]
Wilkins, M.L.      167[W2] 177[W2]
Willam, K.J.      152[W3]
Wolfe, M.A.      252[W6] 254[W6] 307[W6]
Wood, R.      104[W2]
Wood, R.D.& Zienkiewicz, O.C.      201[W4] 225[
Work hardening      160—161
Wriggers, P.& Gruttmann, F.      235[W2]
Wriggers, P.& Simo, J.C.      326[W8]
Wriggers, P., Wagner, W.& Miehe, C.      326[W7]
Wright, E.W.& Gaylord, E.H.      266[W9]
Yamada, Y., Yoshimura, N.& Sakurai, T.      2[W1]
Yield critenon      193
Yield function      178 193
Yield surface      168—171 174 189 193
Young, E.C.      104[Y1] 105[Y1] 107[Y1]
Ziegler, H.      153[Z1] 153[Z2] 154[Z1] 160[Z1] 162[Z2] 167[Z2]
Zienkiewicz, O.C.      2[Z2] 12[Z2] 136[Z1]
Zienkiewicz, O.C.& Cormeau, I.C.      152[Z3]
Zienkiewicz, O.C., Parekh, C.J.& King, I.P.      234[Z2] 235[Z2] 247[Z2]
Zienkiewicz, O.C., Taylor, R.L.& Too, J.M.      234[Z1] 235[Z1]
Zienkiewicz, O.C., Valliapan, S.& King, I.P.      2[Z1] 13[Z1]
‘Exact' solutions      16—18
1 2 3
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