Full‐Life‐Cycle Fatigue Vulnerability of Prefabricated Segmental Concrete Bridges Considering Corrosion–Fatigue Coupling Using a Joint Damage Index Method
['Yun Chen', 'Yan Liang', 'Kai Zhang', 'Shun\xa0En Ren', 'Syed\xa0Basit Ali', 'Pin\xa0Wu Guan']
/
Fatigue & Fracture of Engineering Materials & Structures
/ Vol. 49
/ No. 10
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