版权说明 操作指南
首页 > 成果 > 详情

Experimental study on shear performance and bearing capacity of prestressed concrete T-BEAMS

认领
导出
Link by DOI
反馈
分享
QQ微信 微博
成果类型:
期刊论文
作者:
Feng Haoxiong*;Yi Weijian
通讯作者:
Feng Haoxiong
作者机构:
[Feng Haoxiong] Hunan City Univ, Coll Civil Engn, Yingbin East Rd 518, Yiyang 413000, Hunan, Peoples R China.
[Yi Weijian; Feng Haoxiong] Hunan Univ, Coll Civil Engn, Lushan South Rd, Changsha 410082, Hunan, Peoples R China.
通讯机构:
[Feng Haoxiong] H
Hunan City Univ, Coll Civil Engn, Yingbin East Rd 518, Yiyang 413000, Hunan, Peoples R China.
Hunan Univ, Coll Civil Engn, Lushan South Rd, Changsha 410082, Hunan, Peoples R China.
语种:
英文
关键词:
ExpeÂrimental study;Prestressed concrete;Shear bearing;T-beam
期刊:
DYNA
ISSN:
0012-7361
年:
2020
卷:
95
期:
4
页码:
405-411
DOI:
基金类别:
National Natural Science Foundation of ChinaNational Natural Science Foundation of China (NSFC) [51338004]; Outstanding Youth Project of Hunan Provincial Education Department [18B437]; Innovation and Entrepreneurship Training Program for College students of Hunan Province [S201911527034]
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:
Prestressed concrete t-beams have complex shear mechanism, and their shear performance is influenced by various factors, such as flange width and prestress. The shear performance of prestres-sed concrete t-beams has not been solved completely. This study designed and established nine prestressed concrete t-beams and one ordinary reinforced concrete t-beam to investigate the in-fluence of flange width and the number and bending angle of prestressed tendons on the shear bearing capacity of concrete t-beams. The crack development, failure form, mi...

反馈

验证码:
看不清楚,换一个
确定
取消

成果认领

标题:
用户 作者 通讯作者
请选择
请选择
确定
取消

提示

该栏目需要登录且有访问权限才可以访问

如果您有访问权限,请直接 登录访问

如果您没有访问权限,请联系管理员申请开通

管理员联系邮箱:yun@hnwdkj.com