An accurate two-stage explicit time integration scheme for structural dynamics and various dynamic problems

DOI10.1002/NME.6098zbMATH Open1548.70017MaRDI QIDQ6549946

Wooram Kim

Publication date: 4 June 2024

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

zbMATH Keywords

wave propagationstructural dynamicsexplicit time integrationhigher-order accuracyNoh and Bathe method

Mathematics Subject Classification ID

Computational methods for problems pertaining to mechanics of particles and systems (70-08) Numerical methods for ordinary differential equations (65L99)

Cites Work

• Title not available (Why is that?)
• Explicit higher-order accurate isogeometric collocation methods for structural dynamics
• A novel family of explicit time marching techniques for structural dynamics and wave propagation models
• Solving initial value problems by differential quadrature method?part 1: first-order equations
• Advances in computational dynamics of particles, materials and structures.
• An explicit family of time marching procedures with adaptive dissipation control
• A Cross Weighted-Residual Time Integration Scheme for Structural Dynamics
• A new family of explicit time integration methods for linear and non‐linear structural dynamics
• A Comparative Study of Two Families of Higher-Order Accurate Time Integration Algorithms
• A simple explicit single step time integration algorithm for structural dynamics
• An introduction to nonlinear finite element analysis. With applications to heat transfer, fluid mechanics, and solid mechanics
• An improved time integration algorithm: a collocation time finite element approach

Related Items (6)

Higher-order accurate explicit time schemes with improved dissipation properties ⋮ A high-order accurate explicit time integration method based on cubic B-spline interpolation and weighted residual technique for structural dynamics ⋮ An identical second-order single step explicit integration algorithm with dissipation control for structural dynamics ⋮ Algebraically stable SDIRK methods with controllable numerical dissipation for first/second-order time-dependent problems ⋮ Combination of optimal three-step composite time integration method with multi-point iterative methods for geometric nonlinear structural dynamics ⋮ A new predictor-corrector explicit integration method with unconditional stability and higher-order accuracy

This page was built for publication: An accurate two-stage explicit time integration scheme for structural dynamics and various dynamic problems

Report a bug (only for logged in users!)Click here to report a bug for this page (MaRDI item Q6549946)