AbstractWe describe an efficient massively parallel implementation of our variant of the FETI type domain decomposition method called Total FETI with a lumped preconditioner. A special attention is paid to the discussion of several variants of parallelization of the action of the projections to the natural coarse grid and to the effective regularization of the stiffness matrices of the subdomains. Both numerical and parallel scalability of the proposed TFETI method are demonstrated on a 2D elastostatic benchmark up to 314,505,600 unknowns and 4800cores. The results are also important for implementation of scalable algorithms for the solution of nonlinear contact problems of elasticity by TFETI based domain decomposition method
Abstract A new nonlinear version of the well-known FETI-DP method (Finite Element Tearing and Interc...
This paper illustrates parallel solution of elastoplastic problems with hardening based on the TFETI...
International audienceSolving highly heterogeneous structural mechanic problems with a large number ...
We describe an efficient massively parallel implementation of our variant of the FETI type domain de...
AbstractWe describe an efficient massively parallel implementation of our variant of the FETI type d...
A Total FETI (TFETI)-based domain decomposition algorithm with preconditioning by a natural coarse g...
The bottlenecks related to the numerical solution of many engineering problems are very dependent on...
Abstract. Highly scalable parallel domain decomposition methods for elliptic partial differential eq...
We describe a hybrid FETI (Finite Element Tearing and Interconnecting) method based on our variant o...
Summary. We review our FETI based domain decomposition algorithms for the solution of 2D and 3D fric...
Most of computations (subdomain problems) appearing in FETI-type methods are purely local and theref...
AbstractA Total FETI (TFETI) based domain decomposition algorithm with preconditioning by a natural ...
We propose an algorithm for the efficient parallel implementation of elastoplastic problems with har...
The bottlenecks related to the numerical solution of many engineering problems are very dependent on...
Abstract—In this paper we present the efficient parallel implementation of elastoplastic problems ba...
Abstract A new nonlinear version of the well-known FETI-DP method (Finite Element Tearing and Interc...
This paper illustrates parallel solution of elastoplastic problems with hardening based on the TFETI...
International audienceSolving highly heterogeneous structural mechanic problems with a large number ...
We describe an efficient massively parallel implementation of our variant of the FETI type domain de...
AbstractWe describe an efficient massively parallel implementation of our variant of the FETI type d...
A Total FETI (TFETI)-based domain decomposition algorithm with preconditioning by a natural coarse g...
The bottlenecks related to the numerical solution of many engineering problems are very dependent on...
Abstract. Highly scalable parallel domain decomposition methods for elliptic partial differential eq...
We describe a hybrid FETI (Finite Element Tearing and Interconnecting) method based on our variant o...
Summary. We review our FETI based domain decomposition algorithms for the solution of 2D and 3D fric...
Most of computations (subdomain problems) appearing in FETI-type methods are purely local and theref...
AbstractA Total FETI (TFETI) based domain decomposition algorithm with preconditioning by a natural ...
We propose an algorithm for the efficient parallel implementation of elastoplastic problems with har...
The bottlenecks related to the numerical solution of many engineering problems are very dependent on...
Abstract—In this paper we present the efficient parallel implementation of elastoplastic problems ba...
Abstract A new nonlinear version of the well-known FETI-DP method (Finite Element Tearing and Interc...
This paper illustrates parallel solution of elastoplastic problems with hardening based on the TFETI...
International audienceSolving highly heterogeneous structural mechanic problems with a large number ...