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Flexural strengthening of damaged RC T-beams using self-compacting concrete jacketing under different sustaining load

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成果类型:
期刊论文
作者:
Zhang, Xuhui;Luo, Yuming;Wang, Lei*;Zhang, Jianren;Wu, Wenpeng;...
通讯作者:
Wang, Lei
作者机构:
[Wu, Wenpeng; Yang, Caiqian; Zhang, Xuhui] Xiangtan Univ, Coll Civil Engn & Mech, Xiangtan 411105, Peoples R China.
[Zhang, Xuhui; Wang, Lei; Luo, Yuming; Zhang, Jianren] Changsha Univ Sci & Technol, Sch Civil Engn & Architecture, Changsha 410114, Hunan, Peoples R China.
通讯机构:
[Wang, Lei] C
Changsha Univ Sci & Technol, Sch Civil Engn & Architecture, Changsha 410114, Hunan, Peoples R China.
语种:
英文
关键词:
Bridge engineering;Flexural behavior;RC beam;Self-compacting concrete;Strengthening;Sustaining load
期刊:
Construction and Building Materials
ISSN:
0950-0618
年:
2018
卷:
172
页码:
185-195
基金类别:
We acknowledge supports received from the National Basic Research Program of China (973 Program, grant No. 2015CB057705), the National Natural Science Foundation of China (Grant No. 51708477, 51678069), and the Project Funded by China Postdoctoral Science Foundation (Grant No. 2017M620350 ). In addition, Xuhui Zhang wants to thank, in particular, the patience, care and support from Qiuchi Chen over the passed years. Will you marry me?
机构署名:
本校为通讯机构
摘要:
An experimental test is proposed in the present study to investigate the flexural behavior of damaged reinforced concrete (RC) beams strengthened by self-compacting concrete jacketing under different sustaining load. Eight RC T-beams with primary damages are designed and strengthened under different sustaining load. Then, the flexural testing test is employed to investigate the structural behavior of the strengthened beams. The influences of the sustaining load on beam response are clarified. The prediction method for the flexural capacity of t...

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