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ICM Method Combined with Meshfree Approximation for Continuum Structure

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【作者】 龙凯左正兴肖涛Rehan H.Zuberi

【Author】 LONG Kai 1,2,ZUO Zheng-xing 1,XIAO Tao 1,3,Rehan H.Zuberi1 (1.School of Mechanical Engineering,Beijing Institute of Technology,Beijing 100081,China;2.School of Renewable Energy,North China Electric Power University,Beijing 102206,China;3.Shanghai Diesel Engine Co.,Ltd,Shanghai 200438,China)

【机构】 School of Mechanical Engineering,Beijing Institute of TechnologySchool of Renewable Energy,North China Electric Power UniversityShanghai Diesel Engine Co.,Ltd

【摘要】 The independent continuous mapping(ICM) method is integrated into element free Galerkin method and a new implementation of topology optimization for continuum structure is presented.To facilitate the enforcement of the essential boundary condition and derivative of various sensitivities,a singular weight function in element free Galerkin method is introduced.Material point variable is defined to illustrate the condition of material point and its vicinity instead of element or node.The topological variables field is constructed by moving least square approximation which inherits the continuity and smoothness of the weight function.Due to reciprocal relationships between the topological variables and design variables,various structural responses sensitivities are derived according to the method for calculating the partial derivatives of compound functions.Numerical examples indicate that checkerboard pattern and mesh-dependence phenomena are overcome without additional restriction methods.

【Abstract】 The independent continuous mapping(ICM) method is integrated into element free Galerkin method and a new implementation of topology optimization for continuum structure is presented.To facilitate the enforcement of the essential boundary condition and derivative of various sensitivities,a singular weight function in element free Galerkin method is introduced.Material point variable is defined to illustrate the condition of material point and its vicinity instead of element or node.The topological variables field is constructed by moving least square approximation which inherits the continuity and smoothness of the weight function.Due to reciprocal relationships between the topological variables and design variables,various structural responses sensitivities are derived according to the method for calculating the partial derivatives of compound functions.Numerical examples indicate that checkerboard pattern and mesh-dependence phenomena are overcome without additional restriction methods.

【基金】 Sponsored by the Ministerial Level Advanced Research Foundation (010896367)
  • 【文献出处】 Journal of Beijing Institute of Technology ,北京理工大学学报(英文版) , 编辑部邮箱 ,2010年03期
  • 【分类号】TP391.41
  • 【下载频次】50
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