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Long-term deflection test and theoretical analysis on cracked prestressed concrete box beams

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成果类型:
期刊论文
作者:
Cao, Guo Hui*;Zhang, Sheng;Zhang, Wang;Peng, Xi Rong
通讯作者:
Cao, Guo Hui
作者机构:
[Cao, Guo Hui; Peng, Xi Rong] Hunan City Univ, Coll Civil Engn, Yiyang 413000, Hunan, Peoples R China.
[Zhang, Sheng; Zhang, Wang] Changsha Univ Sci & Technol, Coll Civil Engn & Architecture, Changsha 410114, Hunan, Peoples R China.
通讯机构:
[Cao, Guo Hui] H
Hunan City Univ, Coll Civil Engn, Yiyang 413000, Hunan, Peoples R China.
语种:
英文
关键词:
simply supported box beam;long-term deflection;theoretical calculation;prestressed concrete;effective modulus method
期刊:
KSCE Journal of Civil Engineering
ISSN:
1226-7988
年:
2018
卷:
22
期:
2
页码:
688-695
基金类别:
National Natural Science Foundation of ChinaNational Natural Science Foundation of China (NSFC) [51551801]; Natural Science Foundation of Hunan Province of ChinaNatural Science Foundation of Hunan Province [14JJ4062]
机构署名:
本校为第一且通讯机构
院系归属:
土木工程学院
摘要:
A long-term deflection test is performed for 470 days on two simply supported prestressed concrete box beams under sustained uniform load. The deflection growth rules of the box beams under both cracked and uncracked states are studied. The measured longterm deflection of the cracked beam is 18.4% larger than that of the uncracked beam, whereas the deflection growth coefficient of the cracked beam is 65.3% that of the uncracked beam. The larger long-term deflection of the cracked beam is mainly attributed to the huge value of the instantaneous deflection caused by the crack. Then, the cracks l...

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