Article ID Journal Published Year Pages File Type
279477 International Journal of Solids and Structures 2008 17 Pages PDF
Abstract

This paper addresses an implementation of the upper bound limit analysis theorem using a parallel mixed finite element formulation. The intrinsic characteristics of the adopted upper bound formulation proved to be suitable to adapt it to an efficient parallelization scheme. In order to illustrate the computational power provided by the new parallel processing method, accurate upper bound collapse load estimates, for 3D problems, are produced using a cluster of common PC machines.

Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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