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Mixed methods for time integration. (English) Zbl 0403.73002


MSC:

74-04 Software, source code, etc. for problems pertaining to mechanics of deformable solids
74L10 Soil and rock mechanics
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References:

[1] Belytschko, T., Transient analysis, (), 255-276 · Zbl 0265.73062
[2] Belytschko, T.; Mullen, R., Mesh partitions of explicit time integration, () · Zbl 0434.73074
[3] T. Belytschko and R. Mullen, Stability of explicit-implicit mesh partitions in time integration, Int. J. Numer. Meths. for Eng. (to be published). · Zbl 0398.65059
[4] Belytschko, T.; Mullen, R., Explicit integration of structural problems, (), 697-720 · Zbl 0434.73074
[5] Hughes, T.J.R.; Liu, W.K., Implicit-explicit finite elements in transient analysis: stability theory, ASME J. of appl. mech., 45, 371-374, (1978) · Zbl 0392.73076
[6] Park, K.C.; Felippa, C.A.; DeRuntz, J.A., Stabilization of staggered solution procedures for fluid-structure interaction analysis, (), 000-000 · Zbl 0389.76002
[7] Belytschko, T.; Chiapetta, R.L., A computer code for dynamic stress analysis of media-structure problems with nonlinearities (SAMSON), ()
[8] Belytschko, T.; Chiapetta, R.L.; Bartel, H.D., Efficient large scale nonlinear transient analysis by finite elernents, Int. J. for numer. meths. in eng., 10, 579-596, (1976)
[9] Wilkins, M.L., Calculation of elastic-plastic flow, ()
[10] Chang, Y.W.; Gvildys, J., Analysis of the primary containment response using a hydrodynamic elastic-plastic computer code, ()
[11] Belytschko, T.; Mullen, R., WHAMS, program for transient nonlinear analysis of structures and continua, ()
This reference list is based on information provided by the publisher or from digital mathematics libraries. Its items are heuristically matched to zbMATH identifiers and may contain data conversion errors. It attempts to reflect the references listed in the original paper as accurately as possible without claiming the completeness or perfect precision of the matching.