斜拉桥正交异性钢桥面板疲劳试验研究
黄祖慰(
),雷俊卿*(),桂成中,郭殊伦
),雷俊卿*(),桂成中,郭殊伦
Experimental study of fatigue on orthotropic steel deck of cable-stayed bridge
Zu-wei HUANG(),Jun-qing LEI*(),Cheng-zhong GUI,Shu-lun GUO
),Jun-qing LEI*(),Cheng-zhong GUI,Shu-lun GUO
图 12. 试件B和试件C U肋嵌补段的裂纹扩展情况
Fig.12. Crack propagation rule in embedded section of specimen B and C
