A model/solution-adaptive explicit-implicit time-marching technique for wave propagation analysis
DOI10.1002/nme.6064zbMATH Open1548.65228MaRDI QIDQ6554158
Publication date: 12 June 2024
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
stabilityaccuracyhyperbolic modelstime integration methodsadaptive parametersexplicit/implicit analysis
Stability and convergence of numerical methods for ordinary differential equations (65L20) Finite element, Rayleigh-Ritz and Galerkin methods for initial value and initial-boundary value problems involving PDEs (65M60) Multistep, Runge-Kutta and extrapolation methods for ordinary differential equations (65L06) Method of lines for initial value and initial-boundary value problems involving PDEs (65M20)
Cites Work
- Unnamed Item
- Unnamed Item
- Implicit-explicit finite elements in nonlinear transient analysis
- Direct time integration algorithm with controllable numerical dissipation for structural dynamics: two-step lambda method
- Coupling subdomains with heterogeneous time integrators and incompatible time steps
- The discrete energy-momentum method. Conserving algorithms for nonlinear elastodynamics
- Exact energy-momentum conserving algorithms and symplectic schemes for nonlinear dynamics
- Explicit time integration algorithms for structural dynamics with optimal numerical dissipation
- Automatic time step control algorithms for structural dynamics.
- A simple and effective new family of time marching procedures for dynamics
- A new heterogeneous asynchronous explicit-implicit time integrator for nonsmooth dynamics
- High-order Taylor-Galerkin methods for linear hyperbolic systems
- Explicit time-domain approaches based on numerical Green's functions computed by finite differences the ExGa family
- Multi-time-step explicit-implicit method for non-linear structural dynamics
- A method for multidimensional wave propagation analysis via component-wise partition of longitudinal and shear waves
- A multiscale mass scaling approach for explicit time integration using proper orthogonal decomposition
- Heterogeneous asynchronous time integrators for computational structural dynamics
- A stabilized central difference scheme for dynamic analysis
- A Time Integration Algorithm for Structural Dynamics With Improved Numerical Dissipation: The Generalized-α Method
- Partitioned Transient Analysis Procedures for Coupled-Field Problems: Stability Analysis
- An alpha modification of Newmark's method
- Partitioned Transient Analysis Procedures for Coupled-Field Problems: Accuracy Analysis
- A modified Euler method for dynamic analyses
- Stability of explicit‐implicit mesh partitions in time integration
- Subcycling integration with non-integer time steps for structural dynamics problems
- A new family of explicit time integration methods for linear and non‐linear structural dynamics
- Analysis and implementation of a new constant acceleration subcycling algorithm
- A methodology for the generation of low-cost higher-order methods for linear dynamics
- A time domain FEM approach based on implicit Green's functions for non-linear dynamic analysis
- Higher derivative explicit one step methods for non‐linear dynamic problems. Part I: Design and theory
- Selective mass scaling for explicit finite element analyses
- The time dimension: A theory towards the evolution, classification, characterization and design of computational algorithms for transient/dynamic applications
- A simple and effective single-step time marching technique based on adaptive time integrators
- A selective mass scaling method for shear wave propagation analyses in nearly incompressible materials
This page was built for publication: A model/solution-adaptive explicit-implicit time-marching technique for wave propagation analysis