EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF BEAM WITH C1 00 CONCRETE AND HRBF500 GRADE REBAR

Ye Xianguo; Wang Chengcheng; Chong Xun; Jiang Qing; Huang Xiaokun; Liu Gang

doi:10.13204/j.gyjz201207013

Volume 42 Issue 7

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(7): 86-90

Ye Xianguo, Wang Chengcheng, Chong Xun, Jiang Qing, Huang Xiaokun, Liu Gang. EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF BEAM WITH C1 00 CONCRETE AND HRBF500 GRADE REBAR[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 86-90. doi: 10.13204/j.gyjz201207013

Citation:

Ye Xianguo, Wang Chengcheng, Chong Xun, Jiang Qing, Huang Xiaokun, Liu Gang. EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF BEAM WITH C1 00 CONCRETE AND HRBF500 GRADE REBAR[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 86-90. doi: 10.13204/j.gyjz201207013

Citation:

PDF( 0 KB)

EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF BEAM WITH C1 00 CONCRETE AND HRBF500 GRADE REBAR

doi: 10.13204/j.gyjz201207013

1.
1. School of Civil Engineering,Hefei University of Technology,Hefei 230009,China;
2.
2. Anhui Provincial Civil Structural and Material Laboratory,Hefei 230009,China;
3.
3. China Academy of Building Research,Beijing 100013,China

Received Date: 2012-02-16
Publish Date: 2012-07-20

Abstract

Abstract

Four beams with C1 00 high-strength concrete and HRBF 500 grade rebar and different stirrup ratio weretested, with the shear-span ratio being kept around 3. The development form of the crack and failure process of beamswere observed. According to the data of the test, the shear capacity of beams was analyzed. At last, the experimentalresults were compared with the calculation values by current code. The testing results indicate that the beams with C1 00 high-strength concrete and HRBF 500 grade rebar could work well and its failure modes were similar to theordinary concrete beam. Improving stirrup ratio appropriately was an effective way to improve the shear bearingcapacity and control the diagonal crack development of beams. When shear-span ratio is 3, the current Chinese codeformula used for beam without web reinforcement is not safe, and used for beam with web reinforcement isconservative.
- HRBF 500 grade rebar,
- high-strength concrete,
- stirrup ratio,
- static test,
- shear bearing capacity

FullText(HTML)

References(7)

References

[2] GB5015292混凝土结构试验方法[S].

GB500102010混凝土结构设计规范[S].

[3] 史庆轩,侯炜,姜维山,等.高强箍筋高强混凝土梁受剪承载力研究[J].建筑结构学报,2009(S2):98-103.

[4] 易伟建,吕艳梅.高强箍筋高强混凝土梁受剪试验研究[J].建筑结构学报,2009,30(4):94-101.

[5] 支运芳,蒋超,甘民,等.纵筋率对有腹筋约束梁受剪性能影响的研究[J].重庆建筑大学学报,2005,27(4):64-69.

[6] 孙永成.HRB500钢筋混凝土梁受剪承载力的有限元分析[D].天津:河北工业大学,2008.

[7] 李立仁,支运芳,陈永庆,等.集中荷载下超高强混凝土有腹筋约束梁抗剪强度的试验研究[J].建筑结构学报,2001,22(5):32-36.

Relative Articles

[1]	LAN Tao, KANG Lei, LI Ran, LI Zexu, QIN Guangchong, ZHONG Xin. Research on Shear Bearing Capacity of High-Strength Bolted Connections of Weathering Steel Based on Crevice Corrosion[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(12): 42-48. doi: 10.3724/j.gyjzG24030501
[2]	LIU Yasheng, GUO Zhaosheng, HE Wubin, GE Xinsheng, LIN Feng. Numerical Simulation Research on Shear Capacity of PHC Pipe Pile with Large Diameter[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 19-24,60. doi: 10.13204/j.gyjzG21122311
[3]	GUO Zhaosheng, HE Wubin, LIU Jialong, AN Zengjun. Experimental Research on Shear Capacity of PHC Pipe Pile Strengthened with CFRP[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 7-11,54. doi: 10.13204/j.gyjzG21111710
[4]	LIU Jiaqi, CAO Dafu, WANG Kun, ZHOU Yanling, DONG Zheng. EXPERIMENTAL RESEARCH ON SHEAR CAPACITY OF PRESTRESSED TRUSS-TYPE STEEL-REINFORCED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 14-20. doi: 10.13204/j.gyjzG21051308
[5]	Yang Kun Meng He Shi Qingxuan Zhao Junhai, . MINIMUM STIRRUP CHAＲACTERISTIC VALUES OF HSC COLUMNS CONFINED WITH HIGH-STRENGTH STIRRUPS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 66-71. doi: 10.13204/j.gyjz201506014
[6]	Wang Bin, Zhou Xuefeng, Zheng Shansuo. STUDY OF SHEAR STRENGTH OF SRHSHPC SHORT COLUMNS SUBJECTED TO CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 135-139.
[7]	Li Bingnan, Dai Hang, Zhang Jiwen. RESEARCH ON REALIZATION OF SEISMIC DUCTILITY BY HIGH STRENGTHREBAR FOR RAILWAY PIERS WITH LOW REINFORCEMENT RATIOS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 88-91.
[8]	Fu Qiang, Luo Lina, Jin Lingzhi, Cao Xia. EXPERIMENTAL RESEARCH ON STIFFNESS OF HIGH-STRENGTH REINFORCED REACTIVE POWDER CONCRETE SIMPLE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 78-83.
[9]	Wu Jingshu, Pan Rong, Sun Feng. EXPERIMENTAL STUDY OF OUT-PLANE BENDING SHEAR BEHAVIOR OF STEEL PLATE REINFORCED CONCRETE SLAB[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 17-21. doi: 10.13204/j.gyjz2001412004
[10]	Xue Jianyang, Zhou Sheng, Gao Deliang, Yang Yong, Liu Zuqiang. EXPERIMENTAL STUDY ON SHEAR CAPACITY ON REINFORCED CONCRETE MEMBERS WITH WELDED STIRRUPS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 71-77.
[11]	Chen Zongping, Xu Jinjun, Huang Kaiwang, Su Yisheng. TEST STUDY ON BOND PROPERTIES BETWEEN HIGH STRENGTH STEEL BAR AND RECYCLED AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 16-20. doi: 10.13204/j.gyjz201311004
[12]	Liu Ping, Li Yanyan, Chen Yanfeng, Xu Liying. EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF HIGH STRENGTH REINFORCEMENT CONCRETE SPECIALLY SHAPED COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 52-55. doi: 10.13204/j.gyjz201306012
[13]	Yang Kun, Shi Qingxuan, Zhao Junhai, Guo Yani. AXIAL COMPRESSION PERFORMANCE OF HIGH-STRENGTH CONCRETE COLUMNS CONFINED BY HIGH-STRENGTH STIRRUPS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 9-13,28. doi: 10.13204/j.gyjz201302002
[14]	Fang Zhi, Wang Fei, Yin Xinfeng, Wang Cheng. EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF RC BOX PIERS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 12-19. doi: 10.13204/j.gyjz201203003
[15]	Ye Xianguo, Yu Wenjing, Jiang Qing, Chong Xun, Huang Xiaokun, Liu Gang. EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF HIGH-STRENGTH CONCRETE AND HRBF500 STEEL BEAMS WITHOUT WEB REINFORCEMENT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 11-15. doi: 10.13204/j.gyjz201211003
[16]	Chong Xun, Ye Xianguo, Jiang Qing, Jiang Ye, Huang Xiaokun, Liu Gang. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF PRESTRESSED HIGH-STRENGTH CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 22-26,48. doi: 10.13204/j.gyjz201211005
[17]	Sun Yang, Diao Bo. EXPERIMENTS OF SHEAR BEARING CAPACITY OF RC BEAM UNDER ACTION OF MULTI-AGGRESSIVE ENVIRONMENT AND LOAD COUPLING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 16-20. doi: 10.13204/j.gyjz201006005
[18]	Li Junhua, Wang Xintang, Xue Jianyang, Zhao Hongtie. EXPERIMENT AND ANALYSIS ON SHEAR PERFORMANCE OF STEEL REINFORCED HIGH - STRENGTH CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 90-94,59. doi: 10.13204/j.gyjz200703022
[19]	Ouyang Yu, Lai Xiaojun. EXPERIMENT AND ANALYSIS OF BOND PERFORMANCE BETWEEN HIGH-STRENGTH REINFORCING BAR AND HIGH-STRENGTH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 77-81. doi: 10.13204/j.gyjz200705020
[20]	Zhang Guojun, LüXilin. EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF HIGH STRENGTH CONCRETE SHORT COLUMNS WITH HIGH AXIAL LOAD RATIO[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 20-22,26. doi: 10.13204/j.gyjz200503009