机译:正交异性钢桥面板中纵向肋骨到横梁焊接接头的疲劳评估
Southwest Jiaotong Univ, Sch Civil Engn, Dept Bridge Engn, Sect 111 Northbound 1,Second Ring Rd, Chengdu 610031, Sichuan, Peoples R China;
Southwest Jiaotong Univ, Sch Civil Engn, Dept Bridge Engn, Sect 111 Northbound 1,Second Ring Rd, Chengdu 610031, Sichuan, Peoples R China;
Stevens Inst Technol, Dept Civil Environm & Ocean Engn, 1 Castle Point Terrace, Hoboken, NJ 07030 USA;
Southwest Jiaotong Univ, Sch Civil Engn, Dept Bridge Engn, Sect 111 Northbound 1,Second Ring Rd, Chengdu 610031, Sichuan, Peoples R China;
Orthotropic steel deck; Rib-to-crossbeam welded joint; Failure mode; Fatigue resistance; Hot spot stress approach; Notch stress approach;
机译:正交钢桥甲板纵向肋与横梁焊接接头的疲劳评估
机译:铁路正交异性钢桥面纵向纵梁与桥面板焊接连接的疲劳试验。
机译:Samol Ya,山田健太郎和石川俊幸对“正交异性钢桥面肋到甲板焊接接头的疲劳评估”的讨论
机译:新型双侧角焊缝在正交异性钢桥面板中肋对甲板节点的疲劳性能
机译:制作工艺对正交异性钢桥面肋到甲板焊接接头抗疲劳性的影响。
机译:热切割和焊接焊接肋骨肋骨肋关节残留应力的演变
机译:具有增厚边缘U形肋的正交钢甲板中肋甲板焊接接头的随机交通疲劳寿命评估
机译:制备工艺和焊接熔体对正交异性钢桥面焊缝抗疲劳性能的影响