首页|基于拓扑优化的新型桁架式牛腿构建方法及受力性能分析

基于拓扑优化的新型桁架式牛腿构建方法及受力性能分析

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后置牛腿结构在既有建筑加固改造中应用广泛,为了获得更加轻质高效的新型牛腿结构,本文在现有"Π形"钢牛腿结构基础上利用拓扑优化技术构建一种桁架式牛腿结构,并进行了受力性能分析.首先利用Solidworks建立"Π形"钢牛腿模型,运用simulation模块对模型进行了拓扑优化,然后基于优化生成的轮廓,在其下部设置人字形支撑,利用Solidworks再次绘图,并对其尺寸进行优化从而构建新型桁架式牛腿模型.最后对新构建的桁架式牛腿结构进行了有限元分析,并和"Π形"钢牛腿结构进行了对比讨论.结果表明,新型桁架式牛腿的材料用量仅为"Π形"钢牛腿的57.3%,并且抗扭转能力更强、应力分布更均匀.
Construction Method and Mechanical Performance Analysis of a New Type of Truss Corbel Based on Topology Optimization
The rear-mounted corbel structure is widely used in the reinforcement and reconstruction of existing buildings.In order to obtain a more lightweight and efficient new corbel structure,this paper uses topology optimization technology to construct a truss-type corbel structure based on the existing"Π-shaped"steel corbel structure.The mechanical performance analysis of the corbel structure was carried out.First,a"Π-shaped"steel corbel model was established by Solidworks,and the model was topologically optimized by the simulation module.Then,based on the contour generated by the optimization,a herringbone support was set at the lower part,and Solidworks was used to draw again and optimize its size.Thus,a new truss corbel model is constructed.Finally,the finite element analysis of the newly constructed truss corbel structure is carried out,and the comparison with the"Π-shaped"steel corbel structure is discussed.The results show that the material consumption of the new truss corbel is only 57.3%of that of the"Π-shaped"steel corbel,and the torsion resistance is stronger and the stress distribution is more uniform.

corbeltopology optimizationtruss structurefinite element analysis

汤朋山、杜文风、李少龙、高博青

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河南大学钢与空间结构研究所,河南开封 475004

浙江大学空间结构研究中心,杭州 310027

牛腿 拓扑优化 桁架结构 有限元分析

国家自然科学基金项目国家自然科学基金项目浙江省空间结构重点实验室开放课题河南省高校科技创新团队支持计划项目

U17041415217817220210622IRTSTHN019

2024

河南大学学报(自然科学版)
河南大学

河南大学学报(自然科学版)

CSTPCD北大核心
影响因子:0.464
ISSN:1003-4978
年,卷(期):2024.54(1)
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