Assessment of explicit and semi-explicit classes of model-based algorithms for direct integration in structural dynamics

DOI10.1002/NME.5153zbMath1352.74182OpenAlexW2206755840MaRDI QIDQ2952934

James M. Ricles, Chinmoy Kolay

Publication date: 30 December 2016

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nme.5153

zbMATH Keywords

unconditional stabilitydynamic analysisexplicitnumerical dampingdirect integration algorithm

Mathematics Subject Classification ID

Finite difference methods for initial value and initial-boundary value problems involving PDEs (65M06) Stability and convergence of numerical methods for initial value and initial-boundary value problems involving PDEs (65M12) Finite difference methods applied to problems in solid mechanics (74S20) Geophysical solid mechanics (74L05)

Related Items (8)

Enhanced studies on the composite sub-step algorithm for structural dynamics: the Bathe-like algorithm ⋮ A method of improving time integration algorithm accuracy for long-term dynamic simulation ⋮ A new family of explicit model-based integration algorithms for structural dynamic analysis ⋮ General formulation of eliminating unusual amplitude growth for structure-dependent integration algorithms ⋮ Noniterative Integration Algorithms with Controllable Numerical Dissipations for Structural Dynamics ⋮ An unusual amplitude growth property and its remedy for structure-dependent integration methods ⋮ A generalized formulation of time integration methods for nonlinear dynamic analysis of hysteretic mechanical systems ⋮ A dual-explicit model-based integration algorithm with higher-order accuracy for structural dynamics

Cites Work

• Unnamed Item
• A stabilized central difference scheme for dynamic analysis
• A Time Integration Algorithm for Structural Dynamics With Improved Numerical Dissipation: The Generalized-α Method
• An alpha modification of Newmark's method
• A family of noniterative integration methods with desired numerical dissipation
• A special stability problem for linear multistep methods
• Alternative characterization of time integration schemes

This page was built for publication: Assessment of explicit and semi-explicit classes of model-based algorithms for direct integration in structural dynamics