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- Page 5: The Finite ElementMethodFifth editi
- Page 8 and 9: ContentsPrefacexv1. Some preliminar
- Page 10 and 11: Contentsix7.7 Concluding remarks 16
- Page 15: Volume 2: Solid and structural mech
- Page 18 and 19: 1Some preliminaries: the standarddi
- Page 20 and 21: Table 1.1ENGINEERINGMATHEMATICSTria
- Page 22 and 23: and for the corresponding nodal dis
- Page 24 and 25: componentsf e " 08>:U iV iU nV nFin
- Page 26 and 27: The boundary conditions 9components
- Page 28 and 29: Electrical and ¯uid networks 11jP
- Page 30 and 31: The general pattern 131 2(a)2 313 4
- Page 32 and 33: Transformation of coordinates 15Onl
- Page 34 and 35: 10. R.W. Clough. The ®nite element
- Page 36 and 37: Direct formulation of ®nite elemen
- Page 38 and 39: Direct formulation of ®nite elemen
- Page 40 and 41: Direct formulation of ®nite elemen
- Page 42 and 43: Direct formulation of ®nite elemen
- Page 44 and 45: Generalization to the whole region
- Page 46 and 47: Displacement approach as a minimiza
- Page 48 and 49: Convergence criteria 312.5 Converge
- Page 50 and 51: Displacement functions with discont
- Page 52 and 53: The above energy expression is alwa
- Page 54 and 55: and the sti€ness matrices for the
- Page 56 and 57: 3Generalization of the ®nite eleme
- Page 58 and 59: Introduction 41then the approximati
- Page 60 and 61: If the boundary conditions (3.12) a
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Integral or `weak' statements equiv
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Approximation to integral formulati
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Approximation to integral formulati
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Approximation to integral formulati
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Virtual work as the `weak form' of
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In the ®rst set of bracketed terms
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Here the expression for K ij is ide
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Convergence 59In other examples of
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What are `variational principles'?
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`Natural' variational principles an
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`Natural' variational principles an
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Establishment of natural variationa
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To test for symmetry with any two f
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Constrained variational principles.
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Constrained variational principles.
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Constrained variational principles.
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Constrained variational principles.
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This minimum is obviously zero at t
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Constrained variational principles.
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Table 3.2 Finite element approximat
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6. Also attributed to Bubnov, 1913:
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4Plane stress and plane strain4.1 I
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Element characteristics 89in whicha
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and the initial strains as8>:" x0"
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Element characteristics 93for plane
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Element characteristics 95To obtain
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Examples ± an assessment of perfor
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Examples ± an assessment of perfor
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y521004910047CBA48100xRestrained in
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Some practical applications 103012-
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-300+200Arrow indicatestension-9220
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Some practical applications 107Temp
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yx250000 lb/ft 2Indicates tensionFi
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References 1114.6 Concluding remark
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Element characteristics 113z (v)mij
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Element characteristics 115With the
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Element characteristics 117Writing
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Element characteristics 119or notin
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Some illustrative examples 1215.2.9
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Early practical applications 123In
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Axisymmetry ± plane strain and pla
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6Three-dimensional stress analysis6
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Tetrahedral element characteristics
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in which23@N i@x ; 0; 0@N0; i@y ; 0
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Tetrahedral element characteristics
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Examples and concluding remarks 135
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Prestressing Concretesystem E = 5 x
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References 139generated mesh with a
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7.2 The general quasi-harmonic equa
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Finite element discretization 143Eq
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Some economic specializations 145Wi
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Examples ± an assessment of accura
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in which is the stress function, G
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Some practical applications 151H =
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Some practical applications 1531234
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Some practical applications 15590ea
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Some practical applications 157we
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Some practical applications 1592.62
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References 161The free surface, bei
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32. J.H. Argyris, G. Mareczek, and
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Standard and hierarchical concepts
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Standard and hierarchical concepts
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Rectangular elements ± some prelim
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Completeness of polynomials 171yaa
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Rectangular elements ± Lagrange fa
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Rectangular elements ± `serendipit
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Elimination of internal variables b
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Triangular element family 179Fig. 8
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that contours of L 1 are equally pl
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The last shape again is a `bubble'
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Rectangular prisms ± `serendipity'
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Tetrahedral elements 18711(a) 4 nod
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ζ = 1123(a) 6 nodesζ4651121137102
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Hierarchic polynomials in one dimen
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Triangle and tetrahedron family 16;
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Triangle and tetrahedron family 16;
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Improvement of conditioning with hi
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15. J.G. Ergatoudis, B.M. Irons, an
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yη(x, y)(-1, 1) (1, 1)ηξξ(-1, -
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Use of `shape functions' in the est
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Use of `shape functions' in the est
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Variation of the unknown function w
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Consider,for instance,the set of lo
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Element matrices. Area and volume c
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Convergence of elements in curvilin
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Convergence of elements in curvilin
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Numerical integration ± one-dimens
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Numerical integration ± rectangula
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Numerical integration ± triangular
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Required order of numerical integra
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Required order of numerical integra
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Generation of ®nite element meshes
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In®nite domains and in®nite eleme
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In®nite domains and in®nite eleme
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In®nite domains and in®nite eleme
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Singular elements by mapping for fr
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Some practical examples of two-dime
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Three-dimensional stress analysis 2
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Three-dimensional stress analysis 2
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Three-dimensional stress analysis 2
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Symmetry and repeatability 245Analy
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References 24726. J. Peraire,M. Vah
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77. O.C. Zienkiewicz. Isoparametric
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Convergence requirements 251σ cons
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The simple patch test (tests Aand B
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Generalized patch test (test C) and
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10.5 The generality of a numerical
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Application of the patch test to pl
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Application of the patch test to pl
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(b)(a)(c)Fig. 10.9 Peculiar respons
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Application of the patch test to an
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Application of the patch test to an
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When a patch of elements is subject
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Table 10.3 Exact solution for patch
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Conclusion 2730-1Element size ln (h
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6. E.R. de Arantes Oliveira. The pa
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Introduction 277Clearly elimination
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Discretization of mixed forms ± so
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Stability of mixed approximation. T
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Stability of mixed approximation. T
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Two-®eld mixed formulation in elas
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Two-®eld mixed formulation in elas
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Here the stress interpolation is re
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Three-®eld mixed formulations in e
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Three-®eld mixed formulations in e
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functions yield a form8>:@N j@x@N j
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Three-®eld mixed formulations in e
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where…C ˆAt convergence the solu
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Complementary forms with direct con
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11.7.2 Solution using auxiliary fun
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8. R.S. Dunham and K.S. Pister. A
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12Incompressible materials,mixed me
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Two-®eld incompressible elasticity
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and is necessary for prevention of
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Two-®eld incompressible elasticity
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Three-®eld nearlyincompressible el
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Three-®eld nearlyincompressible el
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Reduced and selective integration a
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3 x 3 Gauss point integration2 x 2
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A simple iterative solution process
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A simple iterative solution process
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Stabilized methods for some mixed e
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Stabilized methods for some mixed e
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Since the approximations for " v an
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Stabilized methods for some mixed e
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Stabilized methods for some mixed e
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Stabilized methods for some mixed e
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Stabilized methods for some mixed e
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Stabilized methods for some mixed e
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perform well from those that do not
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References 34539. J.C. Simo and R.L
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Interface traction link of two (or
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Interface traction link of two or m
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which can be used directly in coupl
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We note that in the present de®nit
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Linking of boundary (or Trefftz)-ty
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Linking of boundary (or Trefftz)-ty
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Linking of boundary (or Trefftz)-ty
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13.7 Lagrange variables or disconti
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25. J.A. Ligget and P.L-F. Liu. The
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14Errors, recovery processes anderr
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De®nition of errors 367Similarly,
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5000300020001000500300200100NDF(0)4
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Superconvergence and optimal sampli
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which at an absolute minimum gives
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Recovery of gradients and stresses
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Superconvergent patch recovery ± S
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Superconvergent patch recovery ± S
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Superconvergent patch recovery ± S
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Recovery by equilibration of patche
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Error estimates by recovery 385and
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Other error estimators ± residual
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Integrating by parts, we can write
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Other error estimators ± residual
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Asymptotic behaviour and robustness
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Asymptotic behaviour and robustness
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Asymptotic behaviour and robustness
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11. O.C. Zienkiewicz and J.Z. Zhu.
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15Adaptive ®nite element re®nemen
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Introduction 403(a) Original mesh(b
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here we have used 36 jjejj 2 ˆjjuj
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Number of degrees of freedom10 30 5
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Some examples of adaptive h-re®nem
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Some examples of adaptive h-re®nem
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Some examples of adaptive h-re®nem
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p-re®nement and hp-re®nement 415E
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p-re®nement and hp-re®nement 417y
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p-re®nement and hp-re®nement 419P
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p-re®nement and hp-re®nement 421P
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p-re®nement and hp-re®nement 423y
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p-re®nement and hp-re®nement 425(
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12. L. Demkowiez, J.T. Oden, W. Rac
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16Point-based approximations;elemen
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Function approximation 431approxima
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Function approximation 433If we con
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Function approximation 435Table 16.
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Function approximation 4376644220(x
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Moving least square approximations
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whereandH…x† ˆXnk ˆ 1w k …x
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For example, the ®rst derivatives
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Hierarchical enhancement of moving
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Point collocation ± ®nite point m
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andX ni ˆ 1N p i …x n†u i ˆ g
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Galerkin weighting and ®nite volum
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Galerkin weighting and ®nite volum
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Galerkin weighting and ®nite volum
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Use of hierarchic and special funct
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where L i are the area coordinates
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Use of hierarchic and special funct
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Use of hierarchic and special funct
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6. J. Krok and J. Orkisz. A uni®ed
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55. W.K. Liu, S. Jun, S. Li, J. Ade
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Direct formulation of time-dependen
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Direct formulation of time-dependen
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Direct formulation of time-dependen
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Direct formulation of time-dependen
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form given byFree response ± eigen
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e developed. The discussion of such
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Free response ± eigenvalues for se
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Free response ± eigenvalues for se
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Forced periodic response 485and wri
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Transient response by analytical pr
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as for true eigenvectors a ia T i M
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References 491References1. S. Crand
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18The time dimension ± discreteapp
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Simple time-step algorithms for the
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Simple time-step algorithms for the
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Simple time-step algorithms for the
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Simple time-step algorithms for the
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Simple time-step algorithms for the
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Simple time-step algorithms for the
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10501000700Simple time-step algorit
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General single-step algorithms for
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General single-step algorithms for
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General single-step algorithms for
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General single-step algorithms for
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General single-step algorithms for
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General single-step algorithms for
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General single-step algorithms for
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Multistep recurrence algorithms 523
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Two point interpolation: p ˆ 1Eval
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Using the parameters q ˆ„ 10 W q
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Table 18.5 Identities between SSp2a
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Some remarks on general performance
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Some remarks on general performance
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Some remarks on general performance
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The discrete form of the governing
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3. P. Henrici. Discrete Variable Me
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51. G.G. Dahlquist. A special stabi
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Coupled problems ± de®nition and
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Fluid±structure interaction (Class
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Fluid±structure interaction (Class
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Fluid±structure interaction (Class
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and an additional variable q such t
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Fluid±structure interaction (Class
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Fluid±structure interaction (Class
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Fluid±structure interaction (Class
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Now, however, the term involving th
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in which r 0 n ‡ 1 is evaluated u
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Soil±pore ¯uid interaction (Class
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Partitioned single-phase systems ±
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Staggered solution processes 567thu
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23 2K 11 0 0 0 K 12 K 1kK 21 K 22
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Staggered solution processes 571hav
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15. R. Ohayon. True symmetric formu
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58. A.W. Craig and O.C. Zienkiewicz
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Introduction 577StartData Input Mod
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Data input module 579The notation u
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Data input module 581y13 14 15 167
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Data input module 583While the abov
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Data input module 585(a) Material p
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Data input module 587Table 20.4 Com
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Memory management for array storage
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Since the problem given by Eq. (20.
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Solution module ± the command prog
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Solution module ± the command prog
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Computation of ®nite element solut
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Computation of ®nite element solut
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Computation of ®nite element solut
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Computation of ®nite element solut
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Computation of ®nite element solut
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Computation of ®nite element solut
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Solution of simultaneous linear alg
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Solution of simultaneous linear alg
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Solution of simultaneous linear alg
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Solution of simultaneous linear alg
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Solution of simultaneous linear alg
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13. M. Adams. Heuristics for automa
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Matrix addition or subtraction 621T
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Symmetric matrices 623A sum of prod
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The eigenvalue problem 625The eigen
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Indicial notation: summation conven
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Coordinate transformation 629The st
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we can write the static equilibrium
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Relation between indicial and matri
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Appendix CBasic equations of displa
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Appendix ESome integration formulae
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Length of vector 639Addition and su
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Elements of area and volume 641we h
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Appendix GIntegration by parts in t
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Appendix HSolutions exact at nodesT
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Appendix H 647Thus, for linear shap
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Appendix I 649N iN iii(a)(b)Fig. I.
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Appendix I 65113 M113 M 3p = 1MO (h
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and has the ®rst variation… 2 ˆ
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656 Author indexBorouchaki, H. 229,
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658 Author indexJirousek, J. 356, 3
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660 Author indexSabin, M.A. 405, 42
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Subject indexa posteriori error est
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Subject index 665Boundary:¯ux, 74i
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Subject index 667D: elasticity matr
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Subject index 669incompatible, 264l
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Subject index 671Field approximatio
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Subject index 673Heat ¯ow, 41axisy
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Subject index 675L 2 projection of
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Subject index 677Mesh re®nement:ad
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Subject index 679Operator:linear, 6
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Subject index 681contrived variatio
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Subject index 683Reynolds equation,
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Subject index 685Sparse coe cient a
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Subject index 687Temperature, 41, 1
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Subject index 689Water/oil mixtures