Efficient implementation of an explicit partitioned shear and longitudinal wave propagation algorithm
From MaRDI portal
Publication:2952960
DOI10.1002/nme.5174zbMath1352.74143OpenAlexW2147781673MaRDI QIDQ2952960
No author found.
Publication date: 30 December 2016
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nme.5174
finite element methoddispersionpartitioned analysisstress wave propagationexplicit time integratorminimal spurious oscillations
Bulk waves in solid mechanics (74J10) Finite element methods applied to problems in solid mechanics (74S05) Finite element, Rayleigh-Ritz and Galerkin methods for initial value and initial-boundary value problems involving PDEs (65M60)
Related Items (5)
Coupled fluid-solid thermal interaction modeling for efficient transient simulation of biphasic water-steam energy systems ⋮ Bi-penalty stabilized technique with predictor-corrector time scheme for contact-impact problems of elastic bars ⋮ Wave motion in a thick cylindrical rod undergoing longitudinal impact ⋮ Explicit asynchronous time scheme with local push-forward stepping for discontinuous elastic wave propagation: one-dimensional heterogeneous cases and Hopkinson bar experiment ⋮ B-spline based finite element method in one-dimensional discontinuous elastic wave propagation
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Isogeometric collocation for elastostatics and explicit dynamics
- Finite element modeling of linear elastodynamics problems with explicit time-integration methods and linear elements with the reduced dispersion error
- A time-discontinuous implicit variational integrator for stress wave propagation analysis in solids
- A monolithic energy conserving method to couple heterogeneous time integrators with incompatible time steps in structural dynamics
- An explicit dynamics extended finite element method. II: Element-by-element stable-explicit/explicit dynamic scheme
- Asynchronous multi-domain variational integrators for nonlinear hyperelastic solids
- Local time-space mesh refinement for simulation of elastic wave propagation in multi-scale media
- Dispersion of elastic waves in the contact-impact problem of a long cylinder
- Benchmark problems for wave propagation in elastic materials
- Coupling subdomains with heterogeneous time integrators and incompatible time steps
- A framework for finite strain elastoplasticity based on maximum plastic dissipation and the multiplicative decomposition. I: Continuum formulation
- A framework for finite strain elastoplasticity based on maximum plastic dissipation and the multiplicative decomposition. II: Computational aspects
- A variable-step central difference method for structural dynamics analysis. I. Theoretical aspects
- Explicit time integration algorithms for structural dynamics with optimal numerical dissipation
- Reducing spurious dispersion, anisotropy and reflection in finite element analysis of time-harmonic acoustics
- Stability analysis of an explicit finite element scheme for plane wave motions in elastic solids
- Time discretized operators. I: Towards the theoretical design of a new generation of a generalized family of unconditionally stable implicit and explicit representations of arbitrary order for computational dynamics.
- Time discretized operators. II: Towards the theoretical design of a new generation of a generalized family of unconditionally stable implicit and explicit representations of arbitrary order for computational dynamics.
- A partial velocity approach to subcycling structural dynamics.
- High-order explicit local time-stepping methods for damped wave equations
- Numerical damping of spurious oscillations: a comparison between the bulk viscosity method and the explicit dissipative Tchamwa-Wielgosz scheme
- Comparative study of numerical explicit time integration algorithms
- Introduction to the Explicit Finite Element Method for Nonlinear Transient Dynamics
- A method for multidimensional wave propagation analysis via component-wise partition of longitudinal and shear waves
- Grid dispersion analysis of plane square biquadratic serendipity finite elements in transient elastodynamics
- The effects of element shape on the critical time step in explicit time integrators for elasto-dynamics
- Heterogeneous asynchronous time integrators for computational structural dynamics
- AN APPROACH TO STATICAL AND QUASI-STATICAL NONLINEAR ANALYSIS OF STRUCTURES IN SMALL STRAINS AND FINITE ROTATIONS HYPOTHESES
- A NEW EXPLICIT TIME INTEGRATION METHOD FOR STRUCTURAL DYNAMICS
- Time-Integration Schemes for the Finite Element Dynamic Signorini Problem
- A Time Integration Algorithm for Structural Dynamics With Improved Numerical Dissipation: The Generalized-α Method
- Variational time integrators
- RESPONSE OF AN ELASTIC DISK TO IMPACT AND MOVING LOADS
- Eigenvalues and Stable Time Steps for the Uniform Strain Hexahedron and Quadrilateral
- A survey of direct time-integration methods in computational structural dynamics—I. Explicit methods
- A survey of direct time-integration methods in computational structural dynamics—II. Implicit methods
- Binary spatial partitioning of the central-difference time integration scheme for explicit fast transient dynamics
- Energy Conserving Explicit Local Time Stepping for Second-Order Wave Equations
- An explicit method with improved stability property
- Multi-time-step integration using nodal partitioning
- Practical aspects of numerical time integration
- An unconditionally stable explicit algorithm for structural dynamics
- Implicit-Explicit Finite Elements in Transient Analysis: Stability Theory
- Stability of explicit‐implicit mesh partitions in time integration
- A new family of explicit time integration methods for linear and non‐linear structural dynamics
- Rayleigh wave dispersion due to spatial (FEM) discretization of a thin elastic solid having non-curved boundary
- A variational principle for the formulation of partitioned structural systems
- Solving the homogeneous isotropic linear elastodynamics equations using potentials and finite elements. The case of the rigid boundary condition
- Bounds on the extremal eigenvalues of the finite element stiffness and mass matrices and their spectral condition number
- Unconditional Stability in Numerical Time Integration Methods
- The Propagation of Plastic Deformation in Solids
- Dispersion-corrected explicit integration of the wave equation
This page was built for publication: Efficient implementation of an explicit partitioned shear and longitudinal wave propagation algorithm
