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...

Full description

Bibliographic Details

Published in:	Applied mathematical modelling Vol. 24; no. 8; pp. 637 - 655
Main Author:	Chen, C.-N
Format:	Journal Article
Language:	English
Published:	Elsevier Inc 01.07.2000
Subjects:	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 Access:	Get full text
Tags:	Add Tag No Tags, Be the first to tag this record!