机译:钢桥面铺装系统弯曲疲劳和剪切破坏的研究
School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China;
School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China;
Liaoning Provincial Communication Planning and Design Institute, Shenyang 110000, China;
School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China;
School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China;
steel bridge deck pavement system; bending fatigue; shear failure; numerical simulation; laboratory tests;
机译:正交异性钢铁路桥梁桥墩纵梁焊接节点纵梁纵向弯曲引起的疲劳破坏
机译:纵梁纵向弯曲诱导桁架到地板梁焊接连接连接疲劳失效,在正交钢铁桥甲板上
机译:五点弯曲梁试验对正交异性钢桥上多层沥青铺面体系疲劳响应的评估
机译:正交异性钢桥面铺面路面系统疲劳疲劳加速试验
机译:考虑疲劳裂纹扩展的钢桥平板梁的弹性弯矩和剪力极限状态。
机译:冲击混凝土板对正弦钢腹板组合梁弯曲性能的试验研究。
机译:钢筋混凝土复合桥甲板的疲劳失效模式,取决于界面性能和剪切连接器轮廓
机译:预制钢桁梁桥面系统研究。