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|a 9780750663212
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|a 624.04:519.615=20
|2 2000 ES
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| 100 |
1 |
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|a Zienkiewicz, O.C.
|9 70866
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| 245 |
1 |
4 |
|a The finite element method for solid and structural mechanics.
|c O.C. Zienkiewicz, R.L. Taylor.
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| 250 |
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|a 6th ed
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| 260 |
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|a London :
|b Butterworth Heinemann,
|c c2005.
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| 300 |
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|a xv, 631 p. :
|b il. ;
|c 26 cm.
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| 336 |
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|a texto
|2 rdacontent
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| 337 |
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|a sin mediación
|2 rdamedia
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|a volumen
|2 rdacarrier
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|a Contenido: Introduction. Galerkin method of approximation - irreducible and mixed forms. Solution of non-linear algebraic equations. Inelastic and non-linear materials. Geometrically non-linear problems - finite deformation. Material constitution for finite deformation. Treatment of constraints - contact and tied interfaces. Pseudo-rigid and rigid-flexible bodies. Discrete element methods. Structural mechanics problems in one dimension - rods. Plate bending approximation: thin (Kirchhoff) plates and Ci continuity requirements. 'Thick' Reissner-Mindlin plates - irreducible and mixed formulations. Shells as an assembly of flat elements. Curved rods and axisymmetric shells. Shells as a special case of three-dimensional analysis - Reissner-Mindlin assumptions. Semi-analytical finite element processes - use of orthogonal functions and 'finite strip' methods. Non-linear structural problems - large displacement and instability. Multiscale modelling. Computer procedures for finite element analysis. Appendix A. Isoparametric finite element approximations -- Appendix B. Invariants of second-order tensors.
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| 650 |
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7 |
|a METODO DE ELEMENTOS FINITOS
|2 lemb3
|9 34438
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| 650 |
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7 |
|a TEORIA DE LAS ESTRUCTURAS
|2 lemb3
|9 17834
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| 650 |
|
7 |
|a MECANICA CONTINUA
|2 lemb3
|9 70867
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| 650 |
|
7 |
|a ESFUERZOS Y DEFORMACIONES
|2 lemb3
|9 61714
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| 650 |
|
7 |
|a FLEXIBILIDAD
|2 lemb3
|9 61715
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| 700 |
1 |
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|a Taylor, Robert Leroy,
|f 1934-.
|9 70868
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| 942 |
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|2 cdu
|b 2011-09-22
|c BK
|d 037820
|h 624.04=20
|i ZIEf6
|z GL
|6 6240420_ZIEF6
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|c 35103
|d 35103
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