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Experimental study on shear mechanism of prestressed concrete T-beams

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成果类型:
期刊论文
作者:
Feng, Haoxiong;Yi, Weijian*
通讯作者:
Yi, Weijian
作者机构:
[Yi, Weijian; Feng, Haoxiong] Hunan Univ, Coll Civil Engn, Changsha, Peoples R China.
[Feng, Haoxiong] Hunan City Univ, Sch Civil Engn, Yiyang, Peoples R China.
通讯机构:
[Yi, Weijian] H
Hunan Univ, Coll Civil Engn, Changsha, Peoples R China.
语种:
英文
关键词:
Experiment;Prestressed Concrete;Shear Mechanism;Tbeams
期刊:
Fresenius Environmental Bulletin
ISSN:
1018-4619
年:
2020
卷:
29
期:
6
页码:
4464-4472
基金类别:
Key Project of the National Natural Science Foundation of ChinaNational Natural Science Foundation of China (NSFC) [51338004]; Excellent Youth Project of Hunan Education Department [18B437]
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
The technology of prestressed concrete is widely used in structures, prestressed concrete t-beams have complex shear mechanism which is influenced by various factors and not been solved completely. In order to study the influence of flange width, number and bent-up angle of prestressed tendons on the shear bearing capacity of concrete t-beams, nine prestressed concrete t-beams and one ordinary reinforced concrete t-beam were designed and manufactured. The crack development, failure pattern, mid-span deflection, concrete strain, stirrup strain a...

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