[[abstract]]In the area of crash impact, research is urgently required on the development and evaluation of parallel methods for crash dynamics analysis of complex nonlinear finite element and/or finite difference structural problems. An investigation of selected nonlinear dynamics algorithms appropriate for parallel computers is reported. Implicit methods such as those of the Newmark type which build on the Cholesky decomposition strategy and explicit methods such as the central difference time integration method are included. Both implicit and explicit dynamics algorithms are investigated on two significantly different parallel computers, the FLEX/32 shared memory multicomputer and the INTEL iPSC Hypercube local memory computer.[[fileno]]...
International audienceTo solve fast dynamic problems, an explicit method is the most adapted. But fo...
Finite element programs with explicit time integration for nonlinear structural dynamics are getting...
We describe a general strategy we have found effective for parallelizing solid mechanics simula- tio...
This research addresses the time history analysis of structures subjected to dynamic loads using hig...
Issued as Report, and Final reports [nos. 1-2], Project no. E-25-563Final report [nos. 2] has title:...
The main aim of this thesis is the exploration of the potential use of the parallelism of numerical ...
This research is directed toward the analysis of large, three dimensional, nonlinear dynamic problem...
In this paper a new parallel algorithm for nonlinear transient dynamic analysis of large structures ...
The principal objective of this research is to develop, test, and implement coarse-grained, parallel...
With recent advances in parallel supercomputers and network-connected workstations, the solution to ...
[[abstract]]The finite element method is widely used to model physical systems in various engineerin...
summary:In the last decade the dramatic onset of multicore and multi-processor systems in combinatio...
A computer procedure for economically time-integrating large structural dynamics problems is present...
During the 70's and 80's, considerable effort was devoted to developing efficient and reliable time ...
In this research, a concurrent and domain-by-domain algorithm developed for the solution of transien...
International audienceTo solve fast dynamic problems, an explicit method is the most adapted. But fo...
Finite element programs with explicit time integration for nonlinear structural dynamics are getting...
We describe a general strategy we have found effective for parallelizing solid mechanics simula- tio...
This research addresses the time history analysis of structures subjected to dynamic loads using hig...
Issued as Report, and Final reports [nos. 1-2], Project no. E-25-563Final report [nos. 2] has title:...
The main aim of this thesis is the exploration of the potential use of the parallelism of numerical ...
This research is directed toward the analysis of large, three dimensional, nonlinear dynamic problem...
In this paper a new parallel algorithm for nonlinear transient dynamic analysis of large structures ...
The principal objective of this research is to develop, test, and implement coarse-grained, parallel...
With recent advances in parallel supercomputers and network-connected workstations, the solution to ...
[[abstract]]The finite element method is widely used to model physical systems in various engineerin...
summary:In the last decade the dramatic onset of multicore and multi-processor systems in combinatio...
A computer procedure for economically time-integrating large structural dynamics problems is present...
During the 70's and 80's, considerable effort was devoted to developing efficient and reliable time ...
In this research, a concurrent and domain-by-domain algorithm developed for the solution of transien...
International audienceTo solve fast dynamic problems, an explicit method is the most adapted. But fo...
Finite element programs with explicit time integration for nonlinear structural dynamics are getting...
We describe a general strategy we have found effective for parallelizing solid mechanics simula- tio...