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Dynamic finite element analysis

A great deal of work has been published on finite element techniques. [Pg.133]

This chapter presents the linear and non-linear dynamic finite element analysis intended to be used for nuclear facilities. Plasticity and cracking models are included. Solid isoparametric elements, panel and line elements are included which represent various materials. Solution procedures are recommended. Programs ISOPAR, F-BANG and other computer packages are recommend for the dynamic non-linear analysis of structures for nuclear facilities with and without cracking. [Pg.133]

Hughes TJR. The Finite Element Method Linear Static and Dynamic Finite Element Analysis. Mineola, NY Dover Publications, 2000. [Pg.448]

Consolazio, G. R., Hendlx, J. L., McVay, M. C., Williams, M. E., and BoUman, H. T. 2004a. Prediction of Pier Response to Barge Impacts Using Design-Oriented Dynamic Finite Element Analysis , Transportation Research Record 1868, Transportation Research Board, Washington, D.C., pp. [Pg.110]

Dynamic Finite Element Analysis Table 3.12 (continued)... [Pg.162]

Erchiqui, F., Gakwaya, A, and Rachik, M. (2005) Dynamic finite element analysis of nonlinear isotropic hyperelastic and viscoelastic materials for ihermoforming appUcations. Polym. Er. Sci., 45,124—134. [Pg.194]

Hughes TJR (1987) The finite element method linear static and dynamic finite element analysis. Prentice-HaU Inc, Englewood Chffs... [Pg.1266]

See other pages where Dynamic finite element analysis is mentioned: [Pg.105]    [Pg.320]    [Pg.133]    [Pg.134]    [Pg.136]    [Pg.140]    [Pg.142]    [Pg.146]    [Pg.148]    [Pg.150]    [Pg.152]    [Pg.154]    [Pg.156]    [Pg.158]    [Pg.160]    [Pg.164]    [Pg.166]    [Pg.170]    [Pg.172]    [Pg.174]    [Pg.176]    [Pg.178]    [Pg.180]    [Pg.182]    [Pg.184]    [Pg.186]    [Pg.368]    [Pg.591]    [Pg.29]    [Pg.29]    [Pg.175]    [Pg.756]    [Pg.259]    [Pg.310]   
See also in sourсe #XX -- [ Pg.756 ]



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