A multi-level explicit time-marching procedure for structural dynamics and wave propagation models
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Publication:2022077
DOI10.1016/j.cma.2020.113647zbMath1506.70021OpenAlexW3120871019MaRDI QIDQ2022077
Publication date: 27 April 2021
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.cma.2020.113647
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Cites Work
- Unnamed Item
- Direct time integration algorithm with controllable numerical dissipation for structural dynamics: two-step lambda method
- Explicit time integration algorithms for structural dynamics with optimal numerical dissipation
- An explicit time-stepping technique for elastic waves under concepts of Green's functions computed locally by the FEM
- A simple and effective new family of time marching procedures for dynamics
- Explicit higher-order accurate isogeometric collocation methods for structural dynamics
- An adaptive semi-explicit/explicit time marching technique for nonlinear dynamics
- A novel time-marching formulation for wave propagation analysis: the adaptive hybrid explicit method
- A novel family of explicit time marching techniques for structural dynamics and wave propagation models
- A Time Integration Algorithm for Structural Dynamics With Improved Numerical Dissipation: The Generalized-α Method
- An alpha modification of Newmark's method
- Bounds on the extremal eigenvalues of the finite element stiffness and mass matrices and their spectral condition number
- Collocation methods with controllable dissipation for linear dynamics
