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Failure probability analysis of corroded RC structures considering the effect of spatial variability

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成果类型:
期刊论文
作者:
Yang, Yiming;Tang, Huang;Wang, Xinzhong
通讯作者:
Yiming Yang
作者机构:
[Tang, Huang; Wang, Xinzhong; Yang, Yiming] Hunan City Univ, Sch Civil Engn, Yiyang, Hunan, Peoples R China.
[Yang, Yiming] Minist Educ, Key Lab Safety Control Bridge Engn, Changsha, Hunan, Peoples R China.
[Yang, Yiming] Hunan City Univ, Hunan Engn Res Ctr Struct Safety & Disaster Preve, Yiyang, Hunan, Peoples R China.
通讯机构:
[Yiming Yang ] S
School of Civil Engineering, Hunan City University, Yiyang, Hunan, ChinaKey Laboratory of Safety Control of Bridge Engineering, Ministry of Education, Changsha, Hunan, ChinaHunan Engineering Research Center of Structural Safety and Disaster Prevention for Urban Underground Infrastructure, Hunan City University, Yiyang, Hunan, China (corresponding author: [email protected] )
语种:
英文
关键词:
corroded concrete structures;failure probability;scale of fluctuation;spatial variability;stochastic resistance deterioration
期刊:
Magazine of Concrete Research
ISSN:
0024-9831
年:
2022
卷:
75
期:
4
页码:
163-175
基金类别:
National Natural Science Foundation of China [52108135]; Hunan Provincial Natural Science Foundation of China [2022JJ40024, 2021JJ50139, 2021JJ50153]; Research Foundation of the Education Bureau of Hunan Province [21B0723, 21B0721]
机构署名:
本校为第一机构
院系归属:
土木工程学院
摘要:
A reasonable assessment of the probability of structural failure is essential to ensure the safe performance of corroded reinforced concrete (RC) structures. In this paper, a novel cross-sectional area loss model of corroded steel bars is proposed and the scale of fluctuation of some key parameters is estimated using the semi-variogram function method. A stochastic resistance deterioration model considering the effect of unbalanced corrosion and spatial variability and a time-dependent reliability assessment method of corroded concrete structur...

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