A family of second-order fully explicit time integration schemes
DOI10.1007/s40314-017-0520-3zbMath1432.65092OpenAlexW2766241857MaRDI QIDQ1993625
Mahdi Karimi-Rad, Mohammad Rezaiee-Pajand
Publication date: 5 November 2018
Published in: Computational and Applied Mathematics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s40314-017-0520-3
second-order accuracynumerical dissipationnumerical dispersionexplicit time integrationnonlinear structural dynamics
Finite element methods applied to problems in solid mechanics (74S05) Stability and convergence of numerical methods for ordinary differential equations (65L20) Numerical methods for initial value problems involving ordinary differential equations (65L05) Finite difference and finite volume methods for ordinary differential equations (65L12)
Related Items (6)
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Analysis and design of the force and displacement transmissibility of nonlinear viscous damper based vibration isolation systems
- Benchmark problems for wave propagation in elastic materials
- Discontinuity-capturing operators for elastodynamics
- Explicit time integration algorithms for structural dynamics with optimal numerical dissipation
- A simple and effective new family of time marching procedures for dynamics
- Numerical damping of spurious oscillations: a comparison between the bulk viscosity method and the explicit dissipative Tchamwa-Wielgosz scheme
- Comparative research on semi-active control strategies for magneto-rheological suspension
- Energy conserving balance of explicit time steps to combine implicit and explicit algorithms in structural dynamics
- Comparative study of numerical explicit time integration algorithms
- A NEW EXPLICIT TIME INTEGRATION METHOD FOR STRUCTURAL DYNAMICS
- Time Integration Method Based on Discrete Transfer Function
- A New Explicit Time Integration Scheme for Nonlinear Dynamic Analysis
- A survey of direct time-integration methods in computational structural dynamics—II. Implicit methods
- A modified Euler method for dynamic analyses
- A new family of explicit time integration methods for linear and non‐linear structural dynamics
- Numerical time integration for dynamic analysis using a new higher order predictor‐corrector method
- A family of noniterative integration methods with desired numerical dissipation
This page was built for publication: A family of second-order fully explicit time integration schemes