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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 20
Edited by: B.H.V. Topping and M. Papadrakakis
Paper II.3

Algorithm for Parallel Assembling of the Stiffness Matrix of Structural Analysis

M.N. De Rezende and J.B. Batista de Paiva

Sao Carlos Civil Engineering School, Structures Department, Sao Carlos, SP-Brasil

Full Bibliographic Reference for this paper
M.N. De Rezende, J.B. Batista de Paiva, "Algorithm for Parallel Assembling of the Stiffness Matrix of Structural Analysis", in B.H.V. Topping, M. Papadrakakis, (Editors), "Advances in Parallel and Vector Processing for Structural Mechanics", Civil-Comp Press, Edinburgh, UK, pp 43-46, 1994. doi:10.4203/ccp.20.2.3
This paper describes an algorithm for parallel assembling of the stiffness matrix in structural analysis. In this algorithm the stiffness matrix is assembled by groups of lines related to each node of the finite element mesh. In this way as each processor will assemble only the lines related to an specific group of nodes no synchronisation is required and the task can be equally distributed among the processors.

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