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采用类桁架优化方法研究大跨桥梁的构形
引用本文:乔升访,胡杰云,周克民.采用类桁架优化方法研究大跨桥梁的构形[J].华侨大学学报(自然科学版),2016,0(4):431-435.
作者姓名:乔升访  胡杰云  周克民
作者单位:华侨大学 土木与工程学院, 福建 厦门 361021
基金项目:国家自然科学基金资助项目(11172106)
摘    要:采用类桁架拓扑优化方法研究大跨桥梁的选型.通过求解应力约束体积最小类桁架结构拓扑优化问题,得到不同跨高比下桥梁结构的拓扑构形,验证了桥梁构形与跨高比有关.典型算例结果表明:文中方法在大跨桥梁选型中可以节约成本、提高结构性能和缩短设计周期.

关 键 词:类桁架  拱桥  悬索桥  斜拉桥  拓扑优化

Structural Topology Optimization of Configuration in Long-Span Bridge Based on Truss-Like Material Model
QIAO Shengfang;HU Jieyun;ZHOU Kemin.Structural Topology Optimization of Configuration in Long-Span Bridge Based on Truss-Like Material Model[J].Journal of Huaqiao University(Natural Science),2016,0(4):431-435.
Authors:QIAO Shengfang;HU Jieyun;ZHOU Kemin
Institution:College of Civil Engineering, Huaqiao University, Xiamen 361021, China
Abstract:The configuration of long-span bridge is studied by the topology optimization method based on truss-like material model. By solving topology optimization of truss-like structures with minimal volume under stress constraints, the bridge configurations are established under different span-depth ratio, it’s found that the configurations are related to the span-depth ratio. The calculation results indicates that the optimal configurations are conducive to save the cost, improve the performance of structure and shorten the design cycle in typical long-span bridge structure.
Keywords:truss-like  arch bridge  suspension bridge  cable-stayed bridge  topology optimization
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