Efficient and reliable solutions of static and dynamic nonlinear structural mechanics problems by an integrated numerical approach using DQFEM and direct time integration with accelerated equilibrium iteration schemes

Integrated numerical technique for static and dynamic nonlinear structural problems adopting the equilibrium iteration is proposed. The differential quadrature finite element method (DQFEM) which uses the differential quadrature (DQ) techniques to the finite element discretization is used to analyze...

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Veröffentlicht in:	Applied mathematical modelling Jg. 24; H. 8; S. 637 - 655
1. Verfasser:	Chen, C.-N
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Elsevier Inc 01.07.2000
Schlagworte:	Accelerated constant stiffness iteration DQFEM Explicit predictor–corrector iteration Global secant relaxation Parallel implementation Global secant relaxation Parallel implementation DQFEM Accelerated constant stiffness iteration Explicit predictor–corrector iteration
ISSN:	0307-904X
Online-Zugang:	Volltext
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