Two FETI-based heterogeneous time step coupling methods for Newmark and \(\alpha\)-schemes derived from the energy method
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Publication:1669309
DOI10.1016/j.cma.2014.09.010zbMath1423.74954OpenAlexW2048355779MaRDI QIDQ1669309
Publication date: 30 August 2018
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.2014.09.010
energy methodstructural dynamicsenergy conserving methodsFETIheterogeneous time integratorshybrid multi-time methods
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Related Items (8)
Asynchronous space-time algorithm based on a domain decomposition method for structural dynamics problems on non-matching meshes ⋮ Discussions on a macro multi-time scales coupling method: existence and uniqueness of the numerical solution and strict non-negativity of the Schur complement ⋮ Accelerating the convergence of AFETI partitioned analysis of heterogeneous structural dynamical systems ⋮ Convergence results of a heterogeneous asynchronous newmark time integrators ⋮ A partitioned combined computational method for multi‐scale dynamic systems ⋮ Displacement‐based partitioned equations of motion for structures: Formulation and proof‐of‐concept applications ⋮ Interface flux recovery framework for constructing partitioned heterogeneous time‐integration methods ⋮ A FETI-based mixed explicit-implicit multi-time-step method for parabolic problems
Cites Work
- Unnamed Item
- Implicit-explicit finite elements in nonlinear transient analysis
- A monolithic energy conserving method to couple heterogeneous time integrators with incompatible time steps in structural dynamics
- Novel generalized-\(\alpha \) methods for interfield parallel integration of heterogeneous structural dynamic systems
- Coupling subdomains with heterogeneous time integrators and incompatible time steps
- Stability analysis of elemental explicit-implicit partitions by Fourier methods
- Stability analysis of a multi-time step explicit integration method
- An explicit multi-time step integration method for second order equations
- The discrete energy-momentum method. Conserving algorithms for nonlinear elastodynamics
- Mixed methods for time integration
- A numerical scheme to couple subdomains with different time-steps for predominantly linear transient analysis
- A multi-time step integration algorithm for structural dynamics based on the modified trapezoidal rule
- The analysis of the generalized-\(\alpha\) method for nonlinear dynamic problems
- A partial velocity approach to subcycling structural dynamics.
- Explicit multi-time step integration for first and second order finite element semidiscretizations
- A study of the stability of subcycling algorithms in structural dynamics
- Energy conservation in Newmark based time integration algorithms
- Convergence of the generalized-\(\alpha\) scheme for constrained mechanical systems
- Multi-time-step explicit-implicit method for non-linear structural dynamics
- A simple multi-directional absorbing layer method to simulate elastic wave propagation in unbounded domains
- A Time Integration Algorithm for Structural Dynamics With Improved Numerical Dissipation: The Generalized-α Method
- Properties of time integration with first order filter damping
- Energy conservation of atomistic/continuum coupling
- Binary spatial partitioning of the central-difference time integration scheme for explicit fast transient dynamics
- Convergence analysis of a parallel interfield method for heterogeneous simulations with dynamic substructuring
- Extended state-space time integration with high-frequency energy dissipation
- Algorithms by design: A new normalized time-weighted residual methodology and design of a family of energy-momentum conserving algorithms for non-linear structural dynamics
- An alpha modification of Newmark's method
- Mixed-time implicit-explicit finite elements for transient analysis
- A method of finite element tearing and interconnecting and its parallel solution algorithm
- Implicit-Explicit Finite Elements in Transient Analysis: Stability Theory
- Implicit-Explicit Finite Elements in Transient Analysis: Implementation and Numerical Examples
- Stability of explicit‐implicit mesh partitions in time integration
- Subcycling first- and second-order generalizations of the trapezoidal rule
- A transient FETI methodology for large‐scale parallel implicit computations in structural mechanics
- Analysis and implementation of a new constant acceleration subcycling algorithm
- Problèmes mécaniques multi-échelles: la méthode Arlequin
- A FETI‐based multi‐time‐step coupling method for Newmark schemes in structural dynamics
- Stability of an explicit multi-time step integration algorithm for linear structural dynamics equations
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