Advances in Civil Engineering / 2019 / Article / Fig 11

Research Article

Analysis of Fatigue Crack Propagation of an Orthotropic Bridge Deck Based on the Extended Finite Element Method

Figure 11

Influence line of KI of the crack at the welding toes of the U-rib and top deck. (a) Crack at the welding toe of the top deck. (b) Crack at the welding toe of the U-rib web.
(a)
(b)

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