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A new method for estimating the scale of fluctuation in reliability assessment of reinforced concrete structures considering spatial variability

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成果类型:
期刊论文
作者:
Yang, Yiming;Peng, Jianxin*;Zhang, Jianren;Cai, C. S.
通讯作者:
Peng, Jianxin
作者机构:
[Peng, Jianxin; Yang, Yiming; Zhang, Jianren] Changsha Univ Sci & Technol, Sch Civil Engn & Architecture, 960 WanJiali South Rd, Changsha 410114, Hunan, Peoples R China.
[Cai, C. S.] Louisiana State Univ, Dept Civil & Environm Engn, Baton Rouge, LA 70803 USA.
通讯机构:
[Peng, Jianxin] C
Changsha Univ Sci & Technol, Sch Civil Engn & Architecture, 960 WanJiali South Rd, Changsha 410114, Hunan, Peoples R China.
语种:
英文
关键词:
Bayesian information criterion;bending moment;concrete compressive strength;reinforced concrete;scale of fluctuation;steel pitting factor
期刊:
Advances in Structural Engineering
ISSN:
1369-4332
年:
2018
卷:
21
期:
13
页码:
1951-1962
基金类别:
The author(s) disclosed receipt of the following financial support for the research, authorship, and/or publication of this article: The financial support of the National Basic Research Program of China (973 Program, Grant No. 2015CB057706), the National Natural Science Foundation of China (Grant Nos 51478050 and 51378081), the Natural Science Foundation of Hunan Province (Grant No. 17JJ486), the Excellent Young Research Program by the Department of Education at Hunan Province (15B015), and the Open Fund of Industry Key Laboratory of Traffic Infrastructure Security Risk Management (CSUST, Grant No. 16BCX08) are gratefully acknowledged.
机构署名:
本校为第一且通讯机构
摘要:
The scale of fluctuation (θ) of the material and geometrical parameters is the basis of studying the spatial variability of reinforced concrete structures. In this article, a new estimation method for the scale of fluctuation based on Bayesian information criterion is proposed. And based on the analysis of experimental data recorded on the three 36-year-old beams of the Jianggong Bridge and 246 corroded steel bars, the scale of fluctuation (θ) of concrete compressive strength (fc) and steel pitting factor (R) are estimated. The theoretical be...

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