摘要
通过对模型试验结果的分析 ,总结出了曲线箱梁横向应力的分布规律 .还运用ANSYS软件进行了有限元计算分析 ,得出了横向应力与纵向应力的最大比值随曲率半径的变化规律 ,以及两室曲线箱型连续梁的简便实用的计算公式 ,为实际工程设计提供参考 .
Based on the numerical results of model test, the distribution of transverse stress in flanges of curved box beam is presented in this paper. By using finite element method (ANSYS software), the variation of transverse stress along the flanges of box beam versus radius is given. For two-cell curved continuous box beams the utility calculating formulas about the ratio of transverse stress to normal stress in flanges are presented, which can provide references for actual structural design.
出处
《兰州铁道学院学报》
2000年第6期49-53,共5页
Journal of Lanzhou Railway University