Shear resistance of RC beams strengthened with combined CFRP and steel plate

被引：1

作者：

Lu, Yiyan ^{[1
]}

Li, Na ^{[1
]}

Li, Shan ^{[1
]}

机构：

[1] Wuhan Univ, Sch Civil Engn, Wuhan 430072, Peoples R China

来源：

Progress in Industrial and Civil Engineering III, Pt 1 | 2014年 / 638-640卷

关键词：

RC beams; Strengthening; CFRP sheet; Steel plate; Shear resistance; REINFORCED-CONCRETE BEAMS; FRP;

D O I：

10.4028/www.scientific.net/AMM.638-640.219

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

The purpose of this study is to investigate shear performance of RC beams strengthened with combined CFRP and steel plates. Fourteen beams were tested to shear failure under simply supported four-point loading conditions. The variables of this investigation included strengthening technique, shear span to depth ratio, percentage of CFRP, percentage of steel plate, CFRP and steel plate orientation, CFRP and steel plate wrapping type. The results show that the simultaneous application of CFRP sheets and steel plate greatly increases the shear resistance of RC beams. The steel plates improve the bond behavior of CFRP sheets. A design formula is proposed to calculate the shear resistance of the beams strengthened with combined CFRP sheets and steel plates. The predictions agree well with the test results.

引用

页码：219 / 223

页数：5

共 50 条

[1] Experimental research on shear capacity of RC beams combination strengthened with CFRP and steel plate
School of Civil Engineering, Wuhan University, Wuhan 430072, China
[J]. Chongqing Jianzhu Daxue Xuebao/Journal of Chongqing Jianzhu University, 2007, 29 (04): : 55 - 59
[2] The shear behavior of CFRP strengthened RC beams
Al-Rousan, R.
[J]. MAGAZINE OF CIVIL ENGINEERING, 2020, 98 (06):
[3] Improved model for plate-end shear of CFRP strengthened RC beams
Ahmed, O
Van Gemert, D
Vandewalle, L
[J]. CEMENT & CONCRETE COMPOSITES, 2001, 23 (01): : 3 - 19
[4] Effect of transverse steel and shear span on the performance of RC beams strengthened in shear with CFRP
Bousselham, A
Chaallal, O
[J]. COMPOSITES PART B-ENGINEERING, 2006, 37 (01) : 37 - 46
[5] The problem of shear in RC beams strengthened with CFRP laminates
Bencardino, F.
Spadea, G.
Swamy, R. N.
[J]. CONSTRUCTION AND BUILDING MATERIALS, 2007, 21 (11) : 1997 - 2006
[6] The shear behavior of Anchored CFRP Strengthened RC beams
Al-Rousan, R.
[J]. MAGAZINE OF CIVIL ENGINEERING, 2022, 109 (01):
[7] Experimental study and analysis on fatigue stiffness of RC beams strengthened with CFRP and steel plate
卢亦焱
胡玲
李杉
王康昊
[J]. Journal of Central South University, 2016, 23 (03) : 701 - 707
[8] Experimental study and analysis on fatigue stiffness of RC beams strengthened with CFRP and steel plate
Lu Yi-yan
Hu Ling
Li Shan
Wang Kang-hao
[J]. JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2016, 23 (03) : 701 - 707
[9] Experimental study and analysis on fatigue stiffness of RC beams strengthened with CFRP and steel plate
Yi-yan Lu
Ling Hu
Shan Li
Kang-hao Wang
[J]. Journal of Central South University, 2016, 23 : 701 - 707
[10] Torsional behaviour of RC box beams strengthened by CFRP under combined shear and torsion
Ma, Shengqiang
Bunnori, N. Muhamad
Choong, Kok Keong
[J]. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2022, 175 (12) : 950 - 964

← 1 2 3 4 5 →