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作 者:马雄伟 孔黎明[2] MA Xiongwei;KONG Liming
机构地区:[1]绿色建筑全国重点实验室 [2]西安建筑科技大学建筑学院
出 处:《南方建筑》2024年第8期41-48,共8页South Architecture
基 金:陕西省教育厅重点科学研究计划项目(22JY033):大型公建中复杂曲面表皮优化设计关键技术研究。
摘 要:对传统弹性网壳划分等边网格的圆规法进行改进,提出基于参考曲面UV参数结构的网壳等边网格划分方法;提高了杆件网格生成运算效率和应对复杂曲面的适应性性。同时,在基于物理模拟进行杆件曲率过程中,通过参考曲面和等边网格的迭代生成与优化,有效控制模拟产生的网格形变误差。在此基础上对几种常用弹性网壳材料的结构有限元分析,得出经过曲率优化的弹性网壳结构性能具有显著提升,为后续弹性网壳的建造提供更高的自由度和可行性。The development of dynamic computation and simulation software provides more powerful tools for the mesh design of elastic gridshells.However,current studies only superficially consider how to increase the fitting accuracy of gridshells and reference curved surfaces,and how to solve the contradiction between grid curvature optimization and the accuracy of network fitting surfaces.Based on extending and improving the compass method and numerical simulation methods,an equilateral meshing technique based on the UV structural line of NURBS surface was proposed to address problems of guidance on curve selection and simulation accuracy in the compass method.Numerical simulation optimization of the solved equilateral grids was conducted,and the iterative optimization algorithm reduced errors brought by physical simulation.Moreover,generation efficiency and fitting accuracy in elastic gridshell design were improved simultaneously.A catenary mesh surface was established as the reference surface for form-finding gridshells.Meshing and optimization were performed on the reference surface.Equilateral grids along different directions could be gained by adjusting the surface's UV directions using the Rhino&Grasshopper parametric design tool to meet requirements on grid uniformity and curvature that adapt to different surface morphological divisions.During grid curvature optimization based on simulating motion constraints,the reference surface was rebuilt by using the grid sides after curvature optimization as the structural lines of the surface to address errors.Equilateral meshing was performed again on the new reference surface.Using iterative optimization prevents excessive differences between reference grids and optimized grids during surface rebuilding.To further verify the necessity of the proposed grid curvature optimization method,the structural finite element analysis method was applied to evaluate the structural performances of elastic grid shells before and after the curvature optimization.Based on the typical cases
分 类 号:TU201.4[建筑科学—建筑设计及理论]
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