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A new empirical model for residual flexural capacity of corroded post-tensioned prestressed concrete beams

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成果类型:
期刊论文
作者:
Lu, Zhao-Hui;Zhou, Qi-Hao;Li, Hai*;Zhao, Yan-Gang
通讯作者:
Li, Hai
作者机构:
[Lu, Zhao-Hui; Zhou, Qi-Hao; Zhao, Yan-Gang] Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, 100 Pingleyuan, Beijing 100124, Peoples R China.
[Lu, Zhao-Hui] Cent South Univ, Natl Engn Lab High Speed Railway Construct, 22 Shaoshannan Rd, Changsha 410075, Peoples R China.
[Li, Hai] Hunan City Univ, Coll Civil Engn, 158 Yinbindong Rd, Yiyang 413049, Peoples R China.
通讯机构:
[Li, Hai] H
Hunan City Univ, Coll Civil Engn, 158 Yinbindong Rd, Yiyang 413049, Peoples R China.
语种:
英文
关键词:
Post-tensioned prestressed concrete beams;Corrosion;Flexural capacity;Databank;Empirical models
期刊:
Structures
ISSN:
2352-0124
年:
2021
卷:
34
页码:
4308-4321
基金类别:
National Natural Science Foundation of ChinaNational Natural Science Foundation of China (NSFC) [51820105014, 51738001, U1934217]; 111 ProjectMinistry of Education, China - 111 Project [D21001]; Science and Technology Research and Development Program Project of China Railway Group Limited [2020-Special-02]
机构署名:
本校为通讯机构
院系归属:
土木工程学院
摘要:
In this paper, a total of 70 experimental flexural tests of corroded post-tensioned prestressed concrete (PC) beams were gathered from the published literatures. Using the experimental data, a comprehensive databank of flexural capacity of the corroded PC beams was established. Meanwhile, four existing empirical models for calculating the residual flexural strength of the corroded PC beams were also gleaned and contrasted with each other based on the databank. It turns out that three of the four existing empirical models underestimate the flexu...

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