In situ monitoring of high-temperature creep damage in CrMoV high-strength structural steel using acoustic emission

被引:3
|
作者
Chai, Mengyu [1 ]
Li, Hao [1 ]
Tang, Zizhao [1 ]
Lai, Chuanjing [1 ]
Song, Yan [1 ]
Zhang, Zaoxiao [1 ]
Duan, Quan [1 ]
机构
[1] Xi An Jiao Tong Univ, Sch Chem Engn & Technol, Xian 710049, Peoples R China
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
Creep; Acoustic emission; In situ monitoring; Structural steel; Damage identification; CRACK-GROWTH; WATER; WELD;
D O I
10.1016/j.conbuildmat.2024.137996
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The accurate detection and evaluation of creep damage in structural steel is essential for ensuring the safety and reliability of high-temperature structures. In this work, the in situ monitoring and identification of hightemperature creep damage in CrMoV high-strength steel under different stress levels was conducted using the acoustic emission (AE) technique. A denoising procedure was proposed and applied to raw AE signals to reduce the noise unrelated to the growth of creep damage. To characterize the creep damage both qualitatively and quantitatively, multiple AE features were extracted from the creep-related signals, including peak amplitude, count, and information entropy. The results showed that a sudden increase in multiple cumulative parameters accompanied by high-entropy and high-count AE signals can accurately identify the transition from the secondary to the tertiary stage and can offer an early warning of the final rupture. In the log-log scale, the quantitative relationship between the AE rate and the minimum creep rate was found to be linear. Additionally, the substantial plastic deformation, and the nucleation, growth and coalescence of creep cavities were the dominating source mechanisms contributing to the generation of numerous high-count and high-entropy AE signals in the tertiary creep stage. Findings from this work will offer an approach for in situ monitoring and evaluation of the state of creep damage of high-temperature structures based on AE.
引用
收藏
页数:11
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