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Finite Element Analysis and Topology Optimization of a Shelter

机译:避难所有限元分析与拓扑优化

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To study the static and dynamic characteristics of a shelter,and reduce the weight of the shelter in the condition that it met the design requirements,the finite element model of the shelter was set up by the software HyperMesh,static and dynamic characteristics were studied by the FEA software MSC.Nastran,and the structural topology optimization of the floor panel was accomplished by the structural optimization software OptiStruct.The static analysis showed that the maximum stress of the shelter was far less than the admissible stress,and the maximum deformation was under the permissive value.The shelter structure satisfied the strength and stiffness design requirements,and was powerful to load more.Natural frequencies and mode shapes of the shelter were gained by the modal analysis.The excitation frequency should avoid its natural frequencies.Simultaneously,the places of the amplitude of vibrations should be reinforced.The weight of the shelter was reduced after the topology optimization design,and the distribution of the structure was more reasonable.The conclusions provided a significant contribution to the design of the shelter and improved its global performance.
机译:为了研究一个庇护所的静态和动态特性,并减少它满足设计要求的情况下的避难所的重量,庇护所的有限元模型,通过软件HyperMesh的成立,是由研究静态和动态特性有限元分析软件MSC.Nastran的,与底板的结构拓扑优化,通过结构优化软件OptiStruct.The静态分析来实现显示,住房的最大应力比容许的压力要小得多,最大变形为下的允许价值。住房结构满足了强度和刚度的设计要求,并且是有力加载more.Natural频率和由模态浅析浅析激励频率中取得的住所的模式形状应避免其自然frequencies.Simultaneously,场所的振动的振幅应该是住所reinforced.The重量拓扑optimiza后减压重刑设计和结构的分布更加合理的结论提供给住房的设计显著贡献,并提高了整体性能。

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