[1]谢丽丽,余术刚,刘立新,等.铆粘钢板加固钢筋混凝土梁的抗剪性能试验研究[J].郑州大学学报(工学版),2009,30(03):18-21,47.[doi:10.3969/j.issn.1671-6833.2009.03.005]
　Xie Lili,Yu Shugang,LIU Lixin,et al.Experimental study on shear resistance of reinforced concrete beams reinforced with riveted steel plates[J].Journal of Zhengzhou University (Engineering Science),2009,30(03):18-21,47.[doi:10.3969/j.issn.1671-6833.2009.03.005]

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铆粘钢板加固钢筋混凝土梁的抗剪性能试验研究()

分享到：

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:

30卷

期数:

2009年03期

页码:

18-21,47

栏目:

出版日期:

1900-01-01

文章信息/Info

Title:

Experimental study on shear resistance of reinforced concrete beams reinforced with riveted steel plates

作者:

谢丽丽; 余术刚; 刘立新; 等.

郑州大学,综合设计研究院,河南,郑州,450002, 郑州大学,土木工程学院,河南,郑州,450001

Author(s):

Xie Lili; Yu Shugang; LIU Lixin; etc

关键词:

铆粘钢板;  抗剪加固;  计算公式

Keywords:

riveted steel plate;  shear reinforcement;  Calculation formula

DOI:

10.3969/j.issn.1671-6833.2009.03.005

文献标志码:

A

摘要:

通过6根采用铆粘U形钢板加固的钢筋混凝土梁和2根未加固对照梁的受剪性能对比试验,与对照梁进行对比,分析了铆粘钢板加固梁斜截面的受力特点以及承载能力、裂缝开展、刚度变化和加固效果,提出了铆粘钢板加固钢筋混凝土梁的受剪承载力计算方法.试验研究结果表明,该公式具有较好的适用性.

Abstract:

Through the comparative test of shear performance of six reinforced concrete beams reinforced by riveted U-shaped steel plates and two unreinforced control beams, and compared with the control beams, the force characteristics, bearing capacity, crack development, stiffness change and reinforcement effect of the diagonal section of the reinforced steel plate reinforced beams were analyzed, and the calculation method of the shear bearing capacity of reinforced concrete beams reinforced with riveted steel plates was proposed. The experimental results show that the formula has good applicability.

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