机译:预应力加固钢结构的多轴疲劳标准
Empa Swiss Federal Laboratories for Materials Science and Technology Ueberlatidstrasse 129 8600 Duebendorf Switzerland Resilient Steel Structures Laboratory Ecole Polytechnique Federate de Lausanne (EPFL) Lausanne Switzerland;
Resilient Steel Structures Laboratory Ecole Polytechnique Federate de Lausanne (EPFL) Lausanne Switzerland;
Empa Swiss Federal Laboratories for Materials Science and Technology Ueberlatidstrasse 129 8600 Duebendorf Switzerland;
Empa Swiss Federal Laboratories for Materials Science and Technology Ueberlatidstrasse 129 8600 Duebendorf Switzerland Department of Civil and Environmental Engineering Imperial College London London SW7 2AZ UK;
Multiaxial fatigue; Critical plane approach; Angle connections; Crack initiation; Distortion-induced loading;
机译:采用预应力CFRP棒的92岁铁路桥梁加强钢结构:多轴疲劳设计标准
机译:复杂钢结构的多轴疲劳评估 - 以垂直升降灯丝桁架桥梁为例
机译:恒定和可变振幅荷载下铁路钢桥焊接连接的多轴疲劳评估
机译:当具有表面缺陷的钢进行滚动接触疲劳时是适当的多轴疲劳标准
机译:冻融循环对CFRP薄板加固预应力混凝土梁疲劳性能的影响
机译:带有多个CFRP板的预应力无粘结增强系统用于钢构件的疲劳增强†
机译:使用粘粘合的非预应力和预应力CFRP Lamellas强化疲劳裂缝的钢结构
机译:aIsI 304和2-1 / 4 Cr-1 mo钢在538 exp 0 C的多轴疲劳标准,适用于应变范围分配和蠕变和疲劳损伤的线性求和