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D. Zois, Parallel processing techniques for FE analysis: stiffnesses, loads and stresses evaluation. Comput. Struct. 28, 247-260 (1988).

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Parallel Adaptive Mesh Refinement Algorithms - Keskin, Erca (1994)   (Correct)

....can easily handle small problems which need relatively less computation. However, real world applications need huge computational power which is only possible through massive parallelism. Although there exists numerous parallel and or vectorized code to solve partial differential equations [17, 20], there is very little work done in parallel mesh refinement algorithms area. Our previous measurements indicate that sequential execution time for mesh generation phase for Batra s code is around 5 10 of the overall execution time. Even if the solver part of the code is perfectly parallelized, ....

D. Zois, "Parallel processing techniques for FE analysis: stiffnesses, loads and stresses evaluation," Computers & Structures, vol. 28, No. 2, pp. 247-260, 1992.


Parallel Processing Techniques For Fe Analysis: System Solution - Zois (1988)   (1 citation)  Self-citation (Zois)   (Correct)

....written in OCCAM, a new programming language that supports effectively parallel processing and executes on a VAX 8600 computer. Present address: University of Patras, P.O. Box 1164, GR 261 10 Patras, Greece. INTRODUCTION Parallel processing techniques for FE analysis have been presented in [1]. These techniques concern the element stiffness generation, load generation and the stress evaluation by using the results of the system solution during a linear static analysis by the FE method. PARFES, a Parallel Finite Element System implementing these techniques, has been designed and tested. ....

....[ F = 1) where [K] is the stiffness matrix of the structure [F] is the loads matrix of the structure [#] is the displacements matrix of the structure. For the realization of PARFES a message passing Multiple Instruction Multiple Data (MIMD) parallel computation model is adopted [1]. A message passing MIMD parallel computer is formed by the connection of several processors, each one having access to private memory, through an interconnection network as shown in Fig. 1. Each processor therefore can communicate with the other ones in the computer and cooperation is achieved ....

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D. Zois, Parallel processing techniques for FE analysis: stiffnesses, loads and stresses evaluation. Comput. Struct. 28, 247-260 (1988).

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