1675 lines
26 KiB
Markdown
1675 lines
26 KiB
Markdown
<!-- source-page: 1051 -->
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ZAVARISE, G., WRIGGERS, P., and SCHREFLER, B. A.
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[A] "A Method for Solving Contact Problems," International Journal for Numerical Methods in Engineering, Vol. 42, pp. 473–498, 1998.
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ZHAO, Q. C., CHEN, P., PENG, W. B., GONG, Y. C., and YUAN, M. W.
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[A] “Accelerated Subspace Iteration with Aggressive Shift,” Computers & Structures, Vol. 85, pp. 1562–1578, 2007.
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ZHONG, W., and QIU, C.
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[A] "Analysis of Symmetric or Partially Symmetric Structures," Computer Methods in Applied Mechanics and Engineering, Vol. 38, pp. 1-18, 1983.
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ZIENKIEWICZ, O. C., and CHEUNG, Y. K.
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[A] The Finite Element Method in Structural and Continuum Mechanics, McGraw-Hill, 1967; 4 $^{th}$ ed. by O. C. Zienkiewicz and R. L. Taylor, Vols. 1 and 2, 1989/1990.
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ZIENKIEWICZ, O. C., and ZHU, J. Z.
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[A] “The Superconvergent Patch Recovery and a Posteriori Error Estimates. Part 1: The Recovery Technique,” International Journal for Numerical Methods in Engineering, Vol. 33, pp. 1331–1364, 1992.
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ŻYCZKOWSKI, M.
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[A] Combined Loadings in the Theory of Plasticity, Polish Scientific, 1981.
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<!-- source-page: 1052 -->
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# Index
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# A
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Accuracy of calculations (See also Errors in solution), 227
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Acoustic fluid, 666
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Almansi strain tensor, 585
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Alpha ( $\alpha$ ) integration method: in heat transfer analysis, 830 in inelastic analysis, 606
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Amplitude decay, 811
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Analogies, 82, 662
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Angular distortion, 381
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Approximation of geometry, 208, 342
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Approximation operator, 803
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Arbitrary Lagrangian-Eulerian formulation, 672
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Aspect-ratio distortion, 381
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Assemblage of element matrices, 78, 149, 165, 185, 983
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Associated constraint problems, 728, 846
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Augmented Lagrangian method, 146, 147
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Axial stress member (See Bar; Truss element)
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Axisymmetric element, 199, 202, 209, 356, 552
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Axisymmetric shell element, 419, 568, 574
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# B
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Bandwidth of matrix, 20, 714, 985
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Bar, 108, 120, 124, 126
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Base vectors:
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contravariant, 46
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covariant, 46
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Bathe method, 779, 791, 805, 809, 811
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Beam element, 150, 199, 200, 397, 568
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BFGS method, 759
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Bilinear form, 228
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Bisection method, 943
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Body force loading, 155, 164, 165, 204, 213
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Boundary conditions:
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in analysis:
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acoustic, 667
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displacement and stress, 154
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heat transfer, 643, 676
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incompressible inviscid flow, 663
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seepage, 662
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viscous fluid flow, 675
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convection, 644
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cyclic, 192
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displacement, 154, 187
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essential, 110
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force, 111
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geometric, 110
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natural, 110
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phase change, 656
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radiation, 644, 658
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skew, 189
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Boundary layer:
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in fluid mechanics, 684
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in Reissner/Mindlin plates, 434, 449
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Boundary value problems, 110
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Bubble function, 373, 432, 690
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Buckling analysis, 90, 114, 630
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Bulk modulus, 277, 297
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# C
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$\mathbf{C}^{m - 1}$ problem, 235
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Cable element, 543
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Cauchy stress tensor, 499
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Cauchy-Green deformation tensor (left and right tensors), 506
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Cauchy's formula, 516
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Caughey series, 799
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Cea's lemma, 242
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Central difference method, 770, 815, 824
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CFL number, 816
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Change of basis, 43, 49, 60, 189, 786
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Characteristic polynomial, 52, 888, 938
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Characteristic roots (See Eigenvalues)
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Cholesky factorization, 717
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Collapse analysis, 630
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Column heights, 708, 986
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Column space of a matrix, 37
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Compacted column storage, 21, 708, 985
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Compatibility:
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of elements/meshes, 161, 229, 377
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of norms, 70
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Compatible norm, 70
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Complete polynomial, 244
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Completeness condition:
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of element, 229
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of element assemblage, 263
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Component mode synthesis, 875
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Computer programs for: finite element analysis, 988
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Gauss elimination equation solution, 708
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isoparametric element, 480
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Jacobi generalized eigensolution, 924
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subspace iteration eigensolution, 964
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Computer-aided engineering, 11
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Concentrated loads, modeling of, 10, 228, 239
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Condensation (See Static condensation)
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Condition number, 738
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Conditional stability, 773
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Conductivity matrix, 651
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Conforming (See Compatibility)
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Conjugate gradient method, 749
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Connectivity array, 185, 984
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Consistent load vector, 164, 213, 814
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Consistent mass matrix, 165, 213
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Consistent tangent stiffness matrix, 758
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Consistent tangent stress-strain matrix, 583, 602, 758
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Constant increment of external work criterion, 763
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Constant strain:
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one-dimensional (truss) element, 150, 166, 339
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two-dimensional 3-node element, 205, 364, 373
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three-dimensional 4-node element, 366, 373
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Constant-average-acceleration method, 780
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Constitutive equations (See Stress-strain relations)
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Constraint equations, 190
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Constraint function method, 626
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Contact analysis, 622
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Contactor, 623
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Continuity of a bilinear form, 237
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Contravariant:
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base vectors, 46
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basis, 46
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Convection boundary conditions, 644
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Convergence criteria in:
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conjugate gradient method, 750
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eigensolutions, 892, 914, 920, 949, 963
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finite element discretization, 254
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for iterative processes using norms, 67
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Gauss-Seidel iteration, 747
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mode superposition solution, 795
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nonlinear analysis, 764
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Convergence of:
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conjugate gradient iteration, 750
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finite element discretization, 225, 376
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Gauss-Seidel iteration, 747
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Jacobi iteration, 914, 920
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Lanczos method, 949, 953
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mode superposition solution, 795, 814
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Newton-Raphson iteration, 756
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QR iteration, 935
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Rayleigh quotient iteration, 904
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subspace iteration, 959, 963
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vector forward iteration, 897
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vector inverse iteration, 892
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Coordinate interpolation, 342
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Coordinate systems:
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area, 371
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Cartesian, 40
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global, 154
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local, 154, 161
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natural, 339, 342, 372
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skew, 189
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volume, 373
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Coulomb's law of friction, 624
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Coupling of different integration operators, 782
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Covariant:
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base vectors, 46
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basis, 46
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Creep, 606
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Critical time step for use of:
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$\alpha$ integration method, 831
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central difference method, 772, 808, 817
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Cyclic symmetry, 192
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# D
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d'Alembert's principle, 134, 165, 402
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Damping, 165, 796
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Damping ratio, 796, 802
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Dc network, 83
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Deflation of:
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matrix, 906
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polynomial, 942, 945
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vectors, 907
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Deformation dependent loading, 527
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Deformation gradient, 502
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Degree of freedom, 161, 172, 273, 286, 329, 345, 413, 981
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Determinant:
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of associated constraint problems, 729, 850
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calculation of, 31
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of deformation gradient, 503
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of Jacobian operator, 347, 389
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Determinant search algorithm, 938
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Digital computer arithmetic, 734
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Dimension of:
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space, 36
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subspace, 37
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Direct integration in:
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dynamic stress analysis, 769, 824
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fluid flow analysis, 680, 835
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heat transfer analysis, 830
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Direct stiffness method, 80, 151, 165
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Director vectors, 409, 438, 570, 576
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Displacement interpolation, 161, 195
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Displacement method of analysis, 149
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Displacement/pressure formulations:
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basic considerations, 276
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elements, 292, 329
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$u / p$ formulation, 287
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$u / p - c$ formulation, 287
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Distortion of elements (effect on convergence), 382, 469
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Divergence of iterations, 758, 761, 764
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Divergence theorem, 158
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Double precision arithmetic, 739
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Drucker-Prager yield condition, 604
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Duhamel integral, 789, 796
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Dyad, 44
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Dyadic, 44
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Dynamic buckling, 636
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Dynamic load factor, 793
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Dynamic response calculations by: mode superposition solution, 785
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step-by-step integration, 769
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# E
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Effective
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creep strain, 607
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plastic strain, 599
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stress, 599
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Effective stiffness matrix, 775, 778, 781
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Effective-stress-function algorithm, 600, 609, 611, 616
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Eigenpair, 52
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Eigenproblem in:
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buckling analysis, 92, 632, 839
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heat transfer analysis, 105, 836, 840
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vibration mode superposition analysis, 786, 839
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Eigenspace, 56
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Eigensystem, 52
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Eigenvalue problem, 51
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Eigenvalue separation property (See also Sturm sequence property), 63, 728, 846
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Eigenvalues and eigenvectors:
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of associated constraint problems, 64
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basic definitions, 52
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calculation of, 52, 887
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Electric conduction analysis, 83, 662
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Electro-static field analysis, 662
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Element matrices, definitions in:
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displacement-based formulations, 164, 347, 540
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displacement/pressure formulations, 286, 388, 561
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field problems, 661
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general mixed formulations, 272
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heat transfer analysis, 651
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incompressible fluid flow, 677
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Elliptic equation, 106
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Ellipticity condition, 304
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Ellipticity of a bilinear form, 237
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Energy norm, 237
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Energy-conjugate (work-conjugate) stresses and strains, 515
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Engineering strain, 155, 486
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Equations of finite elements:
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assemblage, 185, 983
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in heat transfer analysis, 651
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in incompressible fluid flow analysis, 678
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in linear dynamic analysis, 165
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in linear static analysis, 164
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in nonlinear dynamic analysis, 540
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in nonlinear static analysis, 491, 540
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Equilibrium:
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on differential level, 160, 175
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on element level, 177
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Equilibrium iteration, 493, 526, 754
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Equivalency of norms, 67, 238
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Error bounds in eigenvalue solution, 880, 884, 949
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Error estimates for:
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MITC plate elements, 432
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displacement-based elements, 246, 380, 469
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displacement/pressure elements, 312
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Error measures in:
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eigenvalue solution, 884, 892
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finite element analysis, 254
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mode superposition solution, 795
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Errors in solution, 227
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Euclidean vector norm, 67
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Euler backward method, 602, 831, 834
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<!-- source-page: 1055 -->
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Euler forward method, 831, 834
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Euler integration method, use in: creep, plasticity, 607 heat transfer, 831
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Eulerian formulation, 498, 672
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Existence of inverse matrix, 27
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Explicit integration, 770
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Explicit-implicit integration, 783
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Exponential scheme of upwinding, 686
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# F
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Field problems, 661
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Finite difference method:
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approximations, 132
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differential formulation, 129
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in dynamic response calculation, 769
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energy formulation, 135
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Finite elements: elementary examples, 79, 124, 149, 166 history, 1 an overview of use, 2
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Finite strip method, 209
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First Piola-Kirchhoff stress tensor, 515
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Fluid flow analysis:
|
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incompressible viscous flow, 671
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irrotational (potential) flow, 663
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Fluid-structure interactions, 668, 672, 690
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Folded plate structure, 208
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||
Forced vibration analysis (See Dynamic response calculations by)
|
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Forms: bilinear, 228 linear, 228
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Fracture mechanics elements, 369
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Free vibration conditions, 95, 786
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|
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Friction (See Coulomb's law of friction)
|
||
|
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Frontal solution method, 725
|
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Full Newton-Raphson iteration, 756, 834
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Full numerical integration, 469
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Functionals (See also Variational indicators), 110, 115
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# G
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Galerkin least squares method, 688
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Galerkin method (See also Principle of virtual displacements; Principle of virtual temperatures; and Principle of virtual velocities), 118, 126
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Gauss elimination:
|
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computational errors in, 734
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a computer program, 715
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||
introduction to, 697
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number of operations, 714
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physical interpretation, 699
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||
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Gauss quadrature, 461
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Gauss-Seidel iteration, 747
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Generalized coordinates, 171, 195
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Generalized displacements, (See Generalized coordinates)
|
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Generalized eigenproblems (See also Eigenproblem in):
|
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definition, 53
|
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various problems, 839
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|
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Generalized formulation, 125
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|
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Generalized Jacobi method, 919
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Ghost frequencies (See Phantom frequencies)
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GMRes (Generalized minimal residual) method, 752
|
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Gram-Schmidt orthogonalization, 907, 952, 956
|
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Green-Lagrange strain tensor, 50, 512
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Guyan reduction, 875, 960
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# H
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Half-bandwidth (See Bandwidth of matrix)
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Hardening in:
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creep, 607
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plasticity, 599
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viscoplasticity, 610
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Hat function, 131, 692
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Heat capacity matrix, 89, 655
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Heat conduction equation, 106, 107, 643
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Heat transfer analysis, 80, 89, 642
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Hellinger-Reissner functional 274, 285, 297, 477
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Hencky (logarithmic) strain tensor, 512, 614
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Hierarchical functions, 252, 260, 692
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Hierarchy of mathematical models, 4
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History of finite elements, 1
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h-method of finite element refinement, 251
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Houbolt method, 774, 804, 809, 811
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Householder reduction to tridiagonal form, 927
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h/p method of finite element refinement, 253
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Hu-Washizu functional, 270, 297
|
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Hydraulic network, 82
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||
|
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Hyperbolic equation, 106
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|
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Hyperelastic, 582, 592
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Hypoelastic, 582
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|
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# I
|
||
|
||
Identity matrix, 19
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Identity vector, 19
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||
|
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Imperfections (on structural model), 634
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|
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Implicit-explicit integration, 783
|
||
|
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Incompatible modes, 262
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|
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Incompressibility, 276
|
||
|
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Incremental potential, 561
|
||
|
||
Indefinite matrix, 60, 731, 939, 944
|
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|
||
Indicial notation:
|
||
|
||
definition, 41
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|
||
<!-- source-page: 1056 -->
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|
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use, 41, 499
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|
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Infinite eigenvalue, 853
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|
||
Inf-sup condition for incompressible analysis: derivation, 304, 312
|
||
general remarks, 291
|
||
|
||
Inf-sup condition for structural/beam elements, 330
|
||
|
||
Inf-sup test, 322
|
||
|
||
Initial calculations in:
|
||
central difference method, 771
|
||
Houbolt method, 775
|
||
Newmark method, 778
|
||
Bathe method, 780
|
||
|
||
Initial stress load vector, 164
|
||
|
||
Initial stress method, 758
|
||
|
||
Initial value problems, 110
|
||
|
||
Instability analysis of: integration methods, 806 structural systems, 630
|
||
|
||
Integration of: dynamic equilibrium equations (See Direct integration in)
|
||
|
||
finite element matrices (See Numerical integration of finite element matrices) stresses (See Stress integration)
|
||
|
||
Interelement continuity conditions (See Compatibility of elements/meshes)
|
||
|
||
Interpolant of solution, 246
|
||
|
||
Interpolation functions, 338, 343, 344, 374
|
||
|
||
Inverse of matrix, 27
|
||
|
||
Inviscid (acoustic) fluid, 666
|
||
|
||
Inviscid flow, 663
|
||
|
||
Isobands of stresses, 255
|
||
|
||
Isoparametric formulations:
|
||
computer program implementation, 480
|
||
definition, 345
|
||
interpolations (See Interpolation functions)
|
||
introduction, 338
|
||
|
||
Iteration (See Gauss-Seidel iteration; Conjugate gradient method; Quasi-Newton methods; Eigenvalues and eigenvectors)
|
||
|
||
# J
|
||
|
||
Jacobi eigensolution method, 912
|
||
|
||
Jacobian operator, 346
|
||
|
||
Jaumann stress rate tensor, 591, 617
|
||
|
||
Joining unlike elements, 377
|
||
|
||
Jordan canonical form, 808
|
||
|
||
# K
|
||
|
||
Kernel:
|
||
|
||
definition, 39
|
||
|
||
use in analysis of stability, 318
|
||
|
||
Kinematic assumptions, 399, 420, 437
|
||
|
||
Kirchhoff hypothesis, 420
|
||
|
||
Kirchhoff stress tensor, 515
|
||
|
||
Kronecker delta, 45, 46
|
||
|
||
# L
|
||
|
||
$L^2$ space, 236
|
||
|
||
Lagrange multipliers, 144, 270, 286, 626, 744
|
||
|
||
Lagrangian formulations: linearization, 523, 538
|
||
|
||
total Lagrangian (TL), 523, 561, 586
|
||
|
||
updated Lagrangian (UL), 523, 565, 586
|
||
|
||
updated Lagrangian Hencky (ULH), 614
|
||
|
||
Lagrangian interpolation, 456
|
||
|
||
Lamé constants, 298, 584
|
||
|
||
Lanczos method, 945
|
||
|
||
Laplace equation, 106, 107
|
||
|
||
Large displacement/strain analysis, 487, 498
|
||
|
||
Latent heat, 656
|
||
|
||
$LDL^{T}$ factorization (See also Gauss elimination), 705
|
||
|
||
Least squares averaging (smoothing), 256
|
||
|
||
Legendre polynomials, 252
|
||
|
||
Length of vector (See Euclidean vector norm)
|
||
|
||
Linear acceleration method, 777, 780
|
||
|
||
Linear dependency, 36
|
||
|
||
Linear equations (See Equations)
|
||
|
||
Linear form, 228
|
||
|
||
Lipschitz continuity, 757
|
||
|
||
Load-displacement-constraint methods, 761
|
||
|
||
Load operator, 803
|
||
|
||
Loads in analysis of:
|
||
|
||
fluid flows, 678
|
||
|
||
heat transfer, 652
|
||
|
||
structures, 164
|
||
|
||
Locking:
|
||
|
||
in (almost) incompressible analysis, 283, 303, 308, 317
|
||
|
||
in structural analysis, 275, 332, 404, 408, 424, 444
|
||
|
||
Logarithmic strain tensor, 512, 614
|
||
|
||
Loss of orthogonality, 952
|
||
|
||
Lumped force vectors, 213
|
||
|
||
Lumped mass matrix, 213
|
||
|
||
# M
|
||
|
||
Mass matrix, 165
|
||
|
||
Mass proportional damping, 798
|
||
|
||
Master-slave solution, 740
|
||
|
||
Materially-nonlinear-only analysis, 487, 540
|
||
|
||
Mathematical model:
|
||
|
||
accuracy, 7
|
||
|
||
effectiveness, 4, 6
|
||
|
||
<!-- source-page: 1057 -->
|
||
|
||
Mathematical model (cont.)
|
||
|
||
reliability, 4
|
||
|
||
very-comprehensive, 6
|
||
|
||
Matrix:
|
||
|
||
addition and subtraction, 21
|
||
|
||
bandwidth, 19, 985
|
||
|
||
definition, 18
|
||
|
||
determinant, 31
|
||
|
||
identity matrix, 19
|
||
|
||
inverse, 27
|
||
|
||
multiplication by scalar, 22
|
||
|
||
norms, 68
|
||
|
||
partitioning, 28
|
||
|
||
products, 22
|
||
|
||
storage, 20
|
||
|
||
symmetry, 19
|
||
|
||
trace, 30
|
||
|
||
Matrix deflation, 906
|
||
|
||
Matrix shifting, 851, 899, 943, 964
|
||
|
||
Membrane locking, 408, 444
|
||
|
||
Mesh (from a sequence of meshes): compatible, 377
|
||
|
||
regular, 380
|
||
|
||
quasi-uniform, 382, 434
|
||
|
||
uniform, 243, 245
|
||
|
||
Metric tensor, 47
|
||
|
||
Mindlin (Reissner/Mindlin) plate theory, 420
|
||
|
||
Minimax characterization of eigenvalues, 63
|
||
|
||
Minimization of bandwidth, 714, 986
|
||
|
||
MITC elements:
|
||
|
||
error estimates, 432
|
||
|
||
plate elements, 425
|
||
|
||
shell elements, 445, 577
|
||
|
||
Mixed finite element formulations, 268
|
||
|
||
Mixed interpolations:
|
||
|
||
for continuum elements (See Displacement/pressure formulations)
|
||
|
||
for structural elements
|
||
|
||
beam, 274, 330, 406
|
||
|
||
plate, 424
|
||
|
||
shell, 444
|
||
|
||
Mode shape, 786
|
||
|
||
Mode superposition:
|
||
|
||
with damping included, 796
|
||
|
||
with damping neglected, 789
|
||
|
||
Modeling:
|
||
|
||
constitutive relations, 582
|
||
|
||
linear/nonlinear conditions, 487
|
||
|
||
type of problems, 196
|
||
|
||
Modeling in dynamic analysis, 813
|
||
|
||
Modified Newton-Raphson iteration, 759
|
||
|
||
Monotonic convergence, 225, 376
|
||
|
||
Mooney-Rivlin material model, 592
|
||
|
||
Multiple eigenvalues:
|
||
|
||
convergence to, 895, 944, 951, 960
|
||
|
||
orthogonality of eigenvectors, 55
|
||
|
||
# N
|
||
|
||
Nanson's formula, 516
|
||
|
||
Natural coordinate system, 339, 342
|
||
|
||
Navier-Stokes equations, 676, 680
|
||
|
||
Newmark method, 777, 805, 809, 811
|
||
|
||
Newton identities, 939
|
||
|
||
Newton-Raphson iterations, 493, 755
|
||
|
||
Nodal point:
|
||
|
||
information, 981
|
||
|
||
numbering, 986
|
||
|
||
Nonaxisymmetric loading, 209
|
||
|
||
Nonconforming elements (See Compatibility of elements/meshes; Incompatible modes)
|
||
|
||
Nondimensionalized variables, 676
|
||
|
||
Nonlinear analysis:
|
||
|
||
classification, 487
|
||
|
||
introduction to, 485
|
||
|
||
simple examples, 488
|
||
|
||
Nonproportional damping, 799
|
||
|
||
Nonsymmetric coefficient matrix, 528, 628, 678, 696, 744, 752
|
||
|
||
Norms of:
|
||
|
||
matrices, 68
|
||
|
||
vectors, 67
|
||
|
||
Numerical integration of finite element matrices:
|
||
|
||
composite formulas, 459
|
||
|
||
effect on order of convergence, 469
|
||
|
||
Gauss quadrature, 461
|
||
|
||
in multiple dimensions, 464
|
||
|
||
Newton-Cotes formulas, 457
|
||
|
||
for quadrilateral elements, 466
|
||
|
||
recommended (full) order, 469
|
||
|
||
Simpson rule, 457
|
||
|
||
trapezoidal rule, 457
|
||
|
||
for triangular elements, 467
|
||
|
||
# 0
|
||
|
||
Ogden material model, 592, 594
|
||
|
||
Order of convergence of:
|
||
|
||
finite element discretizations, 247, 312, 432, 469
|
||
|
||
Newton-Raphson iteration, 757
|
||
|
||
polynomial iteration, 941
|
||
|
||
Rayleigh quotient iteration, 904
|
||
|
||
subspace iteration, 959
|
||
|
||
vector iteration, 895, 898
|
||
|
||
Orthogonal matrices:
|
||
|
||
definition, 43
|
||
|
||
use, 44, 73, 189, 913, 927, 931
|
||
|
||
Orthogonal similarity transformation, 53
|
||
|
||
Orthogonality of:
|
||
|
||
eigenspaces, 55
|
||
|
||
eigenvectors, 54
|
||
|
||
Orthogonalization:
|
||
|
||
by Gram-Schmidt, 907, 952, 956
|
||
|
||
<!-- source-page: 1058 -->
|
||
|
||
in Lanczos method, 946
|
||
|
||
in subspace iteration, 958
|
||
|
||
Orthonormality, 55
|
||
|
||
Ovalization, 413
|
||
|
||
Overrelaxation, 747
|
||
|
||
# P
|
||
|
||
Parabolic equation, 106
|
||
|
||
Partitioning (See Matrix, partitioning)
|
||
|
||
Pascal triangle, 246, 380
|
||
|
||
Patch test, 263
|
||
|
||
Peclet number, 677
|
||
|
||
Penalty method:
|
||
|
||
connection to Timoshenko beam theory (and Reissner/Mindlin plate theory), 404
|
||
|
||
elementary concepts, 144
|
||
|
||
to impose boundary conditions, 190
|
||
|
||
relation to Lagrange multiplier method, 147
|
||
|
||
Period elongation, 811
|
||
|
||
Petrov-Galerkin method, 687
|
||
|
||
Phantom frequencies/modes, 472
|
||
|
||
Phase change, 656
|
||
|
||
Pipe elements, 413
|
||
|
||
Plane reflection matrix, 73
|
||
|
||
Plane rotation matrix, 43, 913, 932
|
||
|
||
Plane strain element, 199, 351
|
||
|
||
Plane stress element, 170, 199, 351
|
||
|
||
Plasticity, 597
|
||
|
||
Plate bending, 200, 205, 420
|
||
|
||
Plate/shell boundary conditions, 448
|
||
|
||
$p$ -method of finite element refinement, 251
|
||
|
||
Poincaré-Friedrichs inequality, 237
|
||
|
||
Polar decomposition, 508
|
||
|
||
Polynomial displacement fields, 195, 246, 385
|
||
|
||
Polynomial iteration:
|
||
|
||
explicit iteration, 938
|
||
|
||
implicit iteration, 939
|
||
|
||
Positive definiteness, 60, 726
|
||
|
||
Positive semidefiniteness, 60, 726
|
||
|
||
Postbuckling response (postcollapse), 630, 762
|
||
|
||
Potential:
|
||
|
||
incremental, 561
|
||
|
||
total, 86, 160, 268
|
||
|
||
Prandtl number, 677
|
||
|
||
Preconditioning, 749
|
||
|
||
Pressure modes:
|
||
|
||
checkerboarding, 319
|
||
|
||
physical, 315
|
||
|
||
spurious, 316, 318, 325
|
||
|
||
Principle of virtual displacements (or principle of virtual work):
|
||
|
||
basic statement, 125, 156, 499
|
||
|
||
derivation, 126, 157
|
||
|
||
linearization of continuum mechanics equations, 523
|
||
|
||
linearization with respect to finite element variables, 538
|
||
|
||
relation to stationarity of total potential, 160
|
||
|
||
Principle of virtual temperatures:
|
||
|
||
basic statement, 644, 678
|
||
|
||
derivation, 645
|
||
|
||
Principle of virtual velocities, 677
|
||
|
||
Products of matrices (See Matrix, products)
|
||
|
||
Projection operator, 308
|
||
|
||
Proportional damping, 796
|
||
|
||
# Q
|
||
|
||
QR iteration, 931
|
||
|
||
Quadrature (See Numerical integration of finite element matrices)
|
||
|
||
Quarter-point elements, 370
|
||
|
||
Quasi-Newton methods, 759
|
||
|
||
Quasi-uniform sequence of meshes, 382, 434
|
||
|
||
# R
|
||
|
||
Radial return method, 598
|
||
|
||
Radiation boundary conditions, 644, 658
|
||
|
||
Rank, 39
|
||
|
||
Rate of convergence of finite element discretizations, 244, 247, 312, 432, 469
|
||
|
||
Rate-of-deformation tensor, 511
|
||
|
||
Rayleigh damping, 797
|
||
|
||
Rayleigh quotient, 60, 868, 904
|
||
|
||
Rayleigh quotient iteration, 904
|
||
|
||
Rayleigh-Ritz analysis, 868, 960
|
||
|
||
Rayleigh's minimum principle, 63
|
||
|
||
Reaction calculations, 188
|
||
|
||
Reduced order numerical integration, 476
|
||
|
||
Reduction of matrix to:
|
||
|
||
diagonal form (See also Eigenvalues and eigenvectors), 57
|
||
|
||
upper triangular form, 699, 705
|
||
|
||
Reflection matrix (See Plane reflection matrix)
|
||
|
||
Regular mesh, 380
|
||
|
||
Reissner plate theory, 420
|
||
|
||
Relative degrees of freedom, 739, 741
|
||
|
||
Reliability:
|
||
|
||
of finite element methods, 12, 296, 303, 469
|
||
|
||
of mathematical model, 4
|
||
|
||
Residual vector:
|
||
|
||
in eigensolution, 880
|
||
|
||
in solution of equations, 736
|
||
|
||
Resonance, 793
|
||
|
||
Response history (See Dynamic response calculations by)
|
||
|
||
Reynolds number, 677
|
||
|
||
Rigid body modes, 230, 232, 704, 726
|
||
|
||
Ritz analysis, 119, 234
|
||
|
||
Robustness of finite element methods, 12, 296
|
||
|
||
<!-- source-page: 1059 -->
|
||
|
||
Rotation matrix (See Plane rotation matrix)
|
||
|
||
Rotation of axes, 189
|
||
|
||
Rotation of director vectors, consistent/full linearization:
|
||
|
||
beams, 570, 579
|
||
|
||
shells, 577, 580
|
||
|
||
Round-off error, 735
|
||
|
||
Row space of a matrix, 39
|
||
|
||
Row-echelon form, 38
|
||
|
||
Rubber elasticity, 561, 592
|
||
|
||
# S
|
||
|
||
Schwarz inequality, 238
|
||
|
||
Secant iteration, 941
|
||
|
||
Second Piola-Kirchhoff stress tensor, 515
|
||
|
||
Seepage, 662
|
||
|
||
Selective integration, 476
|
||
|
||
Shape functions (See Interpolation functions)
|
||
|
||
Shear correction factor, 399
|
||
|
||
Shear locking, 275, 332, 404, 408, 424, 444
|
||
|
||
Shell elements, 200, 207, 437, 575
|
||
|
||
Shifting of matrix (See Matrix shifting)
|
||
|
||
Similarity transformation, 53
|
||
|
||
Simpson's rule, 457
|
||
|
||
Single precision arithmetic, 734
|
||
|
||
Singular matrix, 27
|
||
|
||
Skew boundary displacement conditions, 189
|
||
|
||
Skyline of matrix, 708, 986
|
||
|
||
Snap-through response, 631
|
||
|
||
Sobolev norms, 237
|
||
|
||
Solution of equations in:
|
||
|
||
dynamic analysis, 768
|
||
|
||
static analysis, 695
|
||
|
||
Solvability of equations, 313
|
||
|
||
Spaces:
|
||
|
||
$L^2$ ,236
|
||
|
||
V. 236
|
||
|
||
$V_{h}$ , 239
|
||
|
||
Span of vectors, 36
|
||
|
||
Sparse solver, 714
|
||
|
||
Spatial isotropy, 368
|
||
|
||
Spectral decomposition, 57
|
||
|
||
Spectral norm, 68
|
||
|
||
Spectral radius, 58, 70, 808
|
||
|
||
Spherical constant arc length criterion, 763
|
||
|
||
Spin tensor, 511
|
||
|
||
Spurious modes, 472
|
||
|
||
Stability constant of matrix, 71
|
||
|
||
Stability of formulation, 72, 308, 313
|
||
|
||
Stability of step-by-step:
|
||
|
||
displacement and stress analysis, 806
|
||
|
||
fluid flow analysis, 835
|
||
|
||
heat transfer analysis, 831
|
||
|
||
Standard eigenproblems:
|
||
|
||
definition, 51
|
||
|
||
use, 58, 231, 726
|
||
|
||
STAP (STructural Analysis Program), 988
|
||
|
||
Starting iteration vectors, 890, 909, 952, 960
|
||
|
||
Static condensation, 717
|
||
|
||
Static correction, 795
|
||
|
||
Step-by-step integration methods (See Direct integration in)
|
||
|
||
Stiffness matrix:
|
||
|
||
assemblage, 79, 149, 165, 185, 983
|
||
|
||
definition, 164
|
||
|
||
elementary example, 166
|
||
|
||
Stiffness proportional damping, 798
|
||
|
||
Storage of matrices, 20, 985
|
||
|
||
Strain hardening (tangent) modulus, 601
|
||
|
||
Strain measures:
|
||
|
||
Almansi, 585, 586
|
||
|
||
engineering, 155
|
||
|
||
Green-Lagrange, 512
|
||
|
||
Hencky, 512, 614
|
||
|
||
logarithmic, 512, 614
|
||
|
||
Strain-displacement matrix:
|
||
|
||
definition, 162
|
||
|
||
elementary example, 168
|
||
|
||
Strain singularity, 369
|
||
|
||
Stress calculation, 162, 170, 179, 254
|
||
|
||
Stress integration, 583, 596
|
||
|
||
Stress jumps, 254
|
||
|
||
Stress measures:
|
||
|
||
Cauchy, 499
|
||
|
||
first Piola-Kirchhoff, 515
|
||
|
||
Kirchhoff, 515
|
||
|
||
second Piola-Kirchhoff, 515
|
||
|
||
Stress-strain (constitutive) relations, 109, 161, 194, 297, 581
|
||
|
||
Stretch matrix:
|
||
|
||
left, 510
|
||
|
||
right, 508, 510
|
||
|
||
Strong form, 125
|
||
|
||
Structural dynamics, 813
|
||
|
||
Studying finite element methods, 14
|
||
|
||
Sturm sequence check, 953, 964
|
||
|
||
Sturm sequence property, 63, 728, 846
|
||
|
||
application in calculation of eigenvalues, 943, 964
|
||
|
||
application in solution of equations, 731
|
||
|
||
proof for generalized eigenvalue problem, 859
|
||
|
||
proof for standard eigenvalue problem, 64
|
||
|
||
Subdomain method, 119
|
||
|
||
Subparametric element, 363
|
||
|
||
Subspace, 37
|
||
|
||
Subspace iteration method, 954
|
||
|
||
Substructure analysis, 721
|
||
|
||
SuPG method, 691
|
||
|
||
Surface load vector, 164, 173, 205, 214, 355, 359
|
||
|
||
Symmetry of:
|
||
|
||
bilinear form, 228
|
||
|
||
<!-- source-page: 1060 -->
|
||
|
||
matrix, 19
|
||
|
||
operator, 117
|
||
|
||
# T
|
||
|
||
Tangent stiffness matrix, 494, 540, 755
|
||
|
||
Tangent stress-strain matrix, 524, 583, 602
|
||
|
||
Target, 623
|
||
|
||
Temperature gradient interpolation matrix, 651
|
||
|
||
Temperature interpolation matrix, 651
|
||
|
||
Tensors, 40
|
||
|
||
Thermal stress, 359
|
||
|
||
Thermoelastoplasticity and creep, 606
|
||
|
||
Torsional behavior, 664
|
||
|
||
Total Lagrangian formulation, 523, 538, 561, 587
|
||
|
||
Total potential (or total potential energy), 86, 160, 268
|
||
|
||
Trace of a matrix, 30
|
||
|
||
Transformations:
|
||
|
||
to different coordinate system, 189
|
||
|
||
of generalized eigenproblem to standard form, 854
|
||
|
||
in mode superposition, 789
|
||
|
||
Transient analysis (See Dynamic response calculations by)
|
||
|
||
Transition elements, 415
|
||
|
||
Transpose of a matrix, 19
|
||
|
||
Transverse shear strains, 424
|
||
|
||
Trapezoidal rule:
|
||
|
||
in displacement and stress dynamic step-by-step solution, 625, 780
|
||
|
||
in heat transfer transient step-by-step solution, 831
|
||
|
||
Newton-Cotes formula, 457
|
||
|
||
Triangle inequality, 67
|
||
|
||
Triangular decomposition, 705
|
||
|
||
Triangular factorization, 705
|
||
|
||
Truncation error, 735
|
||
|
||
Truss element, 150, 184, 199, 342, 543
|
||
|
||
Turbulence, 676, 682
|
||
|
||
Tying:
|
||
|
||
of in-layer strains, 408, 444
|
||
|
||
of transverse shear strains, 408, 430, 444
|
||
|
||
# U
|
||
|
||
Unconditional stability, 774, 807
|
||
|
||
Uniqueness of linear elasticity solution, 239
|
||
|
||
Unit matrix (See Identity matrix)
|
||
|
||
Unit vector (See Identity vector)
|
||
|
||
Updated Lagrangian formulation, 523, 565, 587, 614
|
||
|
||
Upwinding, 685
|
||
|
||
# V
|
||
|
||
Vandermonde matrix, 456
|
||
|
||
Variable-number-nodes elements, 343, 373
|
||
|
||
Variational formulations (introduction to), 110
|
||
|
||
Variational indicators:
|
||
|
||
Hellinger-Reissner, 274, 285, 297
|
||
|
||
Hu-Washizu, 270, 285, 297
|
||
|
||
incremental potential, 561
|
||
|
||
total potential energy, 86, 125, 160, 242, 268
|
||
|
||
Vector:
|
||
|
||
back-substitution, 707, 712
|
||
|
||
cross product, 41
|
||
|
||
definition, 18, 40
|
||
|
||
deflation (See Gram-Schmidt orthogonalization)
|
||
|
||
dot product, 41
|
||
|
||
forward iteration, 889, 897
|
||
|
||
inverse iteration, 889, 890
|
||
|
||
norm, 67
|
||
|
||
reduction, 707, 712
|
||
|
||
space, 36
|
||
|
||
subspace, 37
|
||
|
||
Velocity gradient, 511
|
||
|
||
Velocity strain tensor, 511
|
||
|
||
Vibration analysis (See Dynamic response calculations by)
|
||
|
||
Virtual work principle (See Principle of virtual displacements)
|
||
|
||
Viscoplasticity, 609
|
||
|
||
Von Mises yield condition, 599
|
||
|
||
Vorticity tensor, 511
|
||
|
||
# W
|
||
|
||
Warping, 413
|
||
|
||
Wave equation, 106, 108, 114
|
||
|
||
Wave propagation, 772, 783, 814
|
||
|
||
Wavefront solution method (See Frontal solution method)
|
||
|
||
Weak form, 125
|
||
|
||
Weighted residuals:
|
||
|
||
collocation method, 119
|
||
|
||
Galerkin method (See also Principle of virtual displacements; Principle of virtual temperatures; and Principle of virtual velocities), 118, 126, 688
|
||
|
||
least squares method, 119, 257, 688
|
||
|
||
variational formulation, 116
|
||
|
||
# z
|
||
|
||
Zero mass effects, 772, 852, 862
|