摘要
建立全桥模型和简化的钢桥面板局部节段模型,通过子模型法插值得到横隔板疲劳细节模型的边界条件,计算不同车轮横向分布对应的疲劳细节局部应力,研究横隔板参数变化对横隔板疲劳细节损伤的影响。结果表明:混合单元模型与钢桥面板简化模型对应的应力幅相差小于5.0%,采用钢桥面板简化模型分析横隔板疲劳细节受力简单合理。横隔板疲劳细节在车轮偏离中心位置150 mm时应力幅最大,随着车轮偏离中心位置距离的增大,应力幅下降明显。横隔板间距增大,横隔板疲劳细节应力幅上升,增加横隔板厚度可有效改善其疲劳受力性状。
The overall bridge FE model and simplified steel bridge deck FE model were built .The boundary conditions of diaphragm fatigue detail FEM were interpolated from the FEM of the steel bridge deck .The local stresses under variable wheels lateral distribution were calculated .Influence of diaphragm ’ s parameters on fatigue damage of diaphragm fatigue detail was investigated .The results showed that the differences of stress amplitude between the FEM of mixed-element and simplified steel bridge deck were less than 5.0%.It was simple and reliable to calculate the fatigue stress of diaphragm fatigue detail by using steel bridge deck model .Stress amplitude of diaphragm fatigue detail reached maximum when the off-center distance of wheel position was 150 mm, which decreased obviously with the increasing off-center distance of wheel position .Stress amplitude of diaphragm fatigue detail increased with the increasing interval of diaphragms .And increasing diaphragm ’ s thickness could improve the fatigue behavior of stress of steel bridge deck .
出处
《工业建筑》
CSCD
北大核心
2014年第5期128-131,153,共5页
Industrial Construction
基金
国家自然科学基金面上项目(51278166)
教育部高等学校博士学科点专项科研基金(20120094110009)
江苏省交通厅科研资助项目(2012Y13)
关键词
正交异性钢桥面板
疲劳应力幅
横隔板切口
疲劳损伤
orthotropic steel bridge deck
fatigue stress amplitude
diaphragm notch
fatigue damage
