An identical second-order single step explicit integration algorithm with dissipation control for structural dynamics
type: Item
instance of: scholarly article
title: An identical second-order single step explicit integration algorithm with dissipation control for structural dynamics
zbMATH Open document ID: 1548.65189
author: Jinze Li
author: Kaiping Yu
author: Xiangyang Li
published in: International Journal for Numerical Methods in Engineering
publication date: 2024-06-11T00:00:00Z
Mathematics Subject Classification ID: 65M20
Mathematics Subject Classification ID: 65L05
Mathematics Subject Classification ID: 70J25
zbMATH DE Number: 7863104
zbMATH Keywords: controllable dissipation
zbMATH Keywords: direct time integration
zbMATH Keywords: explicit algorithm
zbMATH Keywords: explicit treatment
zbMATH Keywords: single sub-step
MaRDI profile type: Publication
cites work: Q3566755
cites work: A survey of direct time-integration methods in computational structural dynamics—I. Explicit methods
cites work: A survey of direct time-integration methods in computational structural dynamics—II. Implicit methods
cites work: A new family of explicit time integration methods for linear and non‐linear structural dynamics
cites work: Numerical damping of spurious oscillations: a comparison between the bulk viscosity method and the explicit dissipative Tchamwa-Wielgosz scheme
cites work: Comparative study of numerical explicit time integration algorithms
cites work: An accurate two-stage explicit time integration scheme for structural dynamics and various dynamic problems
cites work: A novel family of explicit time marching techniques for structural dynamics and wave propagation models
cites work: A simple explicit single step time integration algorithm for structural dynamics
cites work: Implicit-Explicit Finite Elements in Transient Analysis: Stability Theory
cites work: Explicit time integration algorithms for structural dynamics with optimal numerical dissipation
cites work: A Time Integration Algorithm for Structural Dynamics With Improved Numerical Dissipation: The Generalized-α Method
cites work: An alpha modification of Newmark's method
cites work: Damping efficiency of the Tchamwa-Wielgosz explicit dissipative scheme under instantaneous loading conditions
cites work: On the use of some numerical damping methods of spurious oscillations in the case of elastic wave propagation
cites work: Nonlinear finite element analysis of solids and structures
cites work: Implicit-Explicit Finite Elements in Transient Analysis: Implementation and Numerical Examples
cites work: Q4355323
cites work: An explicit family of time marching procedures with adaptive dissipation control
cites work: A simple and effective single-step time marching technique based on adaptive time integrators
cites work: Dispersion analysis of finite element semidiscretizations of the two-dimensional wave equation
cites work: Enhanced studies on the composite sub-step algorithm for structural dynamics: the Bathe-like algorithm
cites work: A second-order accurate three sub-step composite algorithm for structural dynamics
cites work: A quartic B-spline based explicit time integration scheme for structural dynamics with controllable numerical dissipation
cites work: A family of embedded Runge-Kutta formulae
DOI: 10.1002/NME.6574
description: scientific article; zbMATH DE number 7863104