1. Corrosion fatigue cracking behaviors of Q690qE high‐strength bridge steel as a weld joint in simulated marine environment.
- Author
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Lu, Cuiping, Yao, Qiong, Li, Ningning, Sun, Liyang, Dai, Wenhe, Zhang, Chuang, and Ma, Hongchi
- Subjects
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FATIGUE cracks , *STRESS corrosion cracking , *STEEL welding , *IRON & steel bridges , *STEEL fracture , *CORROSION fatigue - Abstract
Corrosion fatigue behavior and mechanism of the weld joint of Q690qE high‐strength bridge steel was investigated in a simulated marine environment. It reveals the sub‐critical heat‐affected zone (SCHAZ) and coarse‐grained heat‐affected zone (CGHAZ) are the most vulnerable sites to corrosion fatigue cracking. The CGHAZ of the Q690qE steel weld joint was prone to corrosion fatigue initiation mainly because of micro‐galvanic corrosion between CGHAZ and weld metal (WM). The corrosion fatigue failure in SCHAZ mainly resulted from local stress/strain concentration due to weld softening. The final fracture location was determined by the competition between these two effects. Highlights: Corrosion fatigue mechanism of the weld joint of high‐strength bridge steel was proposed.The final corrosion fatigue fracture of the Q690qE steel weld joint mostly occurred in SCHAZ.SCHAZ was vulnerable to corrosion fatigue cracking mainly due to local softening. [ABSTRACT FROM AUTHOR]
- Published
- 2024
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