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

DOI10.1016/S0307-904X(00)00007-XzbMath1076.74550MaRDI QIDQ5950151

No author found.

Publication date: 2000

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

zbMATH Keywords

Accelerated constant stiffness iterationExplicit predictor-corrector iterationGlobal secant relaxationParallel implementation

Mathematics Subject Classification ID

Related Items (1)

A differential quadrature analysis of unsteady open channel flow

Cites Work

• A faster modified Newton-Raphson iteration
• Differential quadrature and longterm integration
• A global secant relaxation (GSR) method-based predictor-corrector procedure for the iterative solution of finite element systems
• A Time Integration Algorithm for Structural Dynamics With Improved Numerical Dissipation: The Generalized-α Method
• An alpha modification of Newmark's method
• Unnamed Item
• Unnamed Item

This page was built for publication: 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