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NOVEL NUMERICAL PROCEDURES FOR LIMIT ANALYSIS OF STRUCTURES:\ud MESH-FREE METHODS AND MATHEMATICAL PROGRAMMING

By Canh Le

Abstract

Current research in the field of limit analysis is focussing on the development of\ud numerical tools which are sufficiently efficient and robust to be used in engineering\ud practice. This places demands on the numerical discretisation strategy adopted\ud as well as on the mathematical programming tools applied, which are the key\ud ingredients of a typical computational limit analysis procedure. In this research,\ud the Element-Free Galerkin (EFG) discretisation strategy is used to approximate\ud the displacement and moment fields in plate and slab problems, and second-order\ud cone programming (SOCP) is used to solve the resulting discretised formulations.\ud A numerical procedure using the EFG method and second-order cone programming\ud for the kinematic limit analysis problem was developed first. The moving\ud least squares technique was used in combination with a stabilised conforming nodal\ud integration scheme, both to keep the size of the optimisation problem small and to\ud provide stable and accurate solutions. The formulation was expressed as a problem\ud of minimizing a sum of Euclidean norms, which was then transformed into a\ud form suitable for solution using SOCP.\ud To improve the accuracy of solutions and to speed-up the computational process,\ud an efficient h-adaptive EFG scheme was also developed. The naturally conforming\ud property of meshfree approximations (with no nodal connectivity required) facilitates\ud the implementation of h-adaptivity. The error in the computed displacement\ud field was estimated accurately using the Taylor expansion technique. A stabilised\ud conforming nodal integration scheme was also extended to error estimators, leading\ud to an efficient and truly meshfree adaptive method.\ud To obtain an indication of bounds on the solutions obtained, an equilibrium formulation\ud was also developed. Pure moment fields were approximated using a\ud moving least squares technique. The collocation method was used to enforce the\ud strong form of the equilibrium equations and a stabilised conforming nodal integration\ud scheme was introduced to eliminate numerical instability problems. The von\ud Mises and Nielsen yield criteria were then enforced by introducing second-order\ud cone constraints

Publisher: Civil and Structural Engineering (Sheffield)
Year: 2010
OAI identifier: oai:etheses.whiterose.ac.uk:856

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