000 | 01950nam a22004457a 4500 | ||
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001 | NM000706 | ||
003 | AR-HaUTN | ||
007 | ta | ||
008 | 68020s2000 ||||||||||||||000 | spa|| | ||
005 | 20240930172045.0 | ||
020 | _a0750662319 | ||
040 | _aAR-HaUTN | ||
100 |
_aZienkiewicz, O. C. _91613 |
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245 |
_aThe finite element method for solid and structural mechanics _cO. C. Zienkiewicz , R. L. Taylor |
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250 | _a6th. ed. | ||
260 |
_aOxford _bElsevier ButterworthHeinemann |
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300 |
_axv, 631 p. _bgráficos |
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500 | _aApéndices, índices de autores y alfabético, al final del libro | ||
505 | _tGeneral problems in solid mechanics and nonlinearity | ||
505 | _tGalerkin method of approximation. Irreductible and mixed forms | ||
505 | _tSolutions of nonlinear algebraic equations | ||
505 | _tInelastic and nonlinear materials | ||
505 | _tGeometrically nonlinear problems. Finite deformation | ||
505 | _tMaterial constitution for finite deformation | ||
505 | _tTreatment of constraints. Contact and tied interfaces | ||
505 | _tPseudorigid and rigidflexible bodies | ||
505 | _tDiscrete element methods | ||
505 | _tStructural mechanics problems in one dimension. Rods | ||
505 | _tPlate bending approximation : thin (Kirchhoff) plates an C1 continuity requirements | ||
505 | _t"Thick" ReissnerMindlin plates. Irreducible and mixed formulations | ||
505 | _tShells as an assembly of flat elements | ||
505 | _tCurved rods and axisymmetric shells | ||
505 | _tShells as a special case of threedimensional analysis. ReissnerMindlin assumptions | ||
505 | _tSemianalytical finit element processes. Use of orthogonal functions and "finite strip" methods | ||
505 | _tNonlinear structural problems. Large displacement and instability | ||
505 | _tMultiscale modelling | ||
505 | _tComputer procedures for finite element analysis | ||
700 |
_aTaylor, R. L. _95937 |
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942 | _cBK | ||
999 |
_c706 _d706 |