Fig. 9From: Fatigue performance of ECC link slab incorporated full RC girder joint-free bridgesFailure modes showing crack pattern of joint-free bridge specimens. a Cracking of joint-free bridge (B4H) upon completion of fatigue loading. b Cracking and failure of non-fatigued joint-free bridge (B0N) after monotonic load to failure. c Failure of fatigued joint-free bridge (B4H) after monotonic load to failureBack to article page