Probability analysis of web cracking of corroded prestressed concrete box-girder bridges considering aleatory and epistemic uncertainties

Author:

Yang Yiming,Peng Jianxin,Liu Xinhua,Cai Steve C.S.,Zhang Jianren

Funder

Scientific Research Foundation of Hunan Provincial Education Department

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference59 articles.

1. Cracking mechanism and simplified design method for bottom flange in prestressed concrete box girder bridge;Xiang;J Bridge Eng,2010

2. Prestress loss of a new vertical prestressing anchorage system on concrete box-girder webs;Shao;J Bridge Eng,2013

3. Investigation research on crack of long-span prestressed concrete box girder bridges in service;Wang;J Highway Transp Res Dev,2008

4. Effects of repeated loading on creep deflection of reinforced concrete beams;Koh;Eng Struct,1997

5. Zhang LH, Mendis P, Hon WC, Fragomeni S, Lam N, Song YL. Effects of cyclic loading on the long-term deflection of prestressed concrete beams. Comput Concrete 2013;12(6):739-54. https://doi.org/10.12989/cac. 2013.12.6.739.

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