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Experimental Study on the Long-Term Behaviour of RBPC T-Beams

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成果类型:
期刊论文
作者:
Cao, Guohui*;Zhang, Wang;Hu, Jiaxing;Zhang, Kai
通讯作者:
Cao, Guohui
作者机构:
[Cao, Guohui; Zhang, Kai] Hunan City Univ, Coll Civil Engn, 518 Yingbin East RD, Yiyang 413000, Hunan, Peoples R China.
[Zhang, Wang] Changsha Univ Sci & Technol, Coll Civil Engn & Architecture, 960,2nd Sect,Wanjiali South RD, Changsha 410114, Hunan, Peoples R China.
[Hu, Jiaxing] Hunan Univ, Coll Civil Engn, Lushan South RD, Changsha 410082, Hunan, Peoples R China.
通讯机构:
[Cao, Guohui] H
Hunan City Univ, Coll Civil Engn, 518 Yingbin East RD, Yiyang 413000, Hunan, Peoples R China.
语种:
英文
关键词:
Concrete beams and girders;Deflection (structures);Prestressed beams and girders;Prestressed concrete;Prestressing;Shrinkage;Bonded materials;Deflection;Long-term behavior;Long-term deflections;Pre-stressed;Prestress loss;Regular patterns;Retard-bonded;T beams;Uniform loads;Creep
期刊:
International Journal of Civil Engineering
ISSN:
1735-0522
年:
2018
卷:
16
期:
8
页码:
887-895
基金类别:
The research described in this paper was financially supported by National Natural Science Foundation of China (Grant No. 51551801) and Natural Science Foundation of Hunan Province of China (Grant No. 14JJ4062). Acknowledgements The research described in this paper was financially supported by National Natural Science Foundation of China (Grant No. 51551801) and Natural Science Foundation of Hunan Province of China (Grant No. 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:
This study compares the mechanical properties of the retard-bonded and conventionally bonded prestressed concrete (RBPC and BPC, respectively) under uniform loads. Results show that the prestressed strands and concrete of the RBPC T-beams are firmly bonded with harden of retard-bonded materials, thereby exhibiting the same mechanical properties as that of the BPC beams. The growth rate of the long-term deflections of the RBPC T-beam is slightly lower than that of the BPC T-beam. Given the effect of concrete shrinkage, creep and time variation o...

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