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Digital twin‐based structure health hybrid monitoring and fatigue evaluation of orthotropic steel deck in cable‐stayed bridge

Digital twin bridges are virtual replicas of real physical entity bridges in computers. A digital twin bridge in the form of a finite element model can help in making sense of the structural responses monitored by the structure health monitoring system. This study proposes the structure health hybrid monitoring method, which provides a mean for synthesizing monitoring data and finite element model to reconstruct the un‐monitoring structure responses, in developing a digital twin of a cable‐stayed bridge. The considered structure is the orthotropic steel deck, in which the welding residual stress is an important cause of fatigue cracking. The submodel technology is employed to study the distribution characteristics of welding residual stress and the coupling effect with vehicle‐induced stress and temperature‐induced stress near the weld in the U‐ribs to top deck joint in orthotropic steel deck. Aiming at the defect that cannot consider welding residual stress for the S‐N curves based on fatigue evaluation and life prediction method, a nonlinear fatigue damage model based on the continuum damage mechanics, which has been verified by orthotropic steel deck fatigue test, is employed to evaluate the fatigue performance of U‐ribs to top deck joint in orthotropic steel deck for an in‐service cable‐stayed bridge.