中等跨径钢板组合梁截面布置优化
李立峰,侯坤,邹德强,彭浩,李凌霄

Optimization of section layout of steel plate composite beam with medium span
Lifeng LI,Kun HOU,Deqiang ZOU,Hao PENG,Lingxiao LI
表 1 依托工程最不利状态下简化计算公式与有限元计算的结果对比
Tab.1 Comparison of results of simplified formulas and finite element calculations for most unfavorable state of dependent project
计算方法σsmax/MPaσcmax/MPaτmax/MPay/mm
简化计算公式249.517.943.935.8
有限元模型244.916.745.529.3