COMPARISON BETWEEN TENSILE STRENGTH TEST METHODS OF L-TYPE AND U-TYPE BFRP STIRRUPS UNDER THE SHEAR STATE

Ye Yong; Jiang Shiyong; Fei Wei; Dong Yu; He Rangpeng

doi:10.13204/j.gyjz201302022

Volume 43 Issue 2

Dec. 2014

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Ye Yong, Jiang Shiyong, Fei Wei, Dong Yu, He Rangpeng. COMPARISON BETWEEN TENSILE STRENGTH TEST METHODS OF L-TYPE AND U-TYPE BFRP STIRRUPS UNDER THE SHEAR STATE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 110-112,137. doi: 10.13204/j.gyjz201302022

Citation:

Ye Yong, Jiang Shiyong, Fei Wei, Dong Yu, He Rangpeng. COMPARISON BETWEEN TENSILE STRENGTH TEST METHODS OF L-TYPE AND U-TYPE BFRP STIRRUPS UNDER THE SHEAR STATE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 110-112,137. doi: 10.13204/j.gyjz201302022

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COMPARISON BETWEEN TENSILE STRENGTH TEST METHODS OF L-TYPE AND U-TYPE BFRP STIRRUPS UNDER THE SHEAR STATE

doi: 10.13204/j.gyjz201302022

1.
1. Dept.of Military Architecture Engineering,Logistical Engineering University,Chongqing 401311,China;
2.
2. Wuhan Branch,Building Design Institute of General Logistics Department,Wuhan 430012,China

Received Date: 2011-08-30
Publish Date: 2013-02-20

Abstract

Abstract

Two different BFRP stirrups tensile test methods were described when the members were in the shear state,which could imitate the real stress of such stirrups.One was for L-type BFRP stirrup test,the other was for U-shaped BFRP stirrup tensile test.It was compared the tensile mechanical properties of the stirrups in two components under shear state,and was also analyzed the difference of the two methods.Furthermore,a recommended formula of basalt fiber reinforcement plastics tensile strength when C30 concrete structures under shear conditions was proposed.
- BFRP stirrups,
- concrete beams,
- tensile strength,
- experiment,
- formula derivation

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References(11)

References

孙朋永.玄武岩纤维增强塑料筋无粘结预应力混凝土梁受弯性能试验研究[D].重庆:后勤工程学院,2009:1-3.

[2] 李炳宏. BFRP 连续螺旋箍筋混凝土梁抗剪性能试验研究[J].后勤工程学院学报,2011(27):1-6.

[3] 李炳宏.玄武岩纤维增强塑料筋混凝土梁受弯性能试验研究及理论分析[D].重庆:后勤工程学院,2006:1-6.

[4] 江世永,飞渭,胡显奇,等.芳纶纤维塑料筋混凝土粘结应力的试验研究[C]//第八届全国建筑物鉴定与加固改造学术会议论文集.2006:193-199.

[5] 林峰.混凝土梁中 BFRP 箍筋抗剪性能试验研究[J].施工技术,2011(40):84-87.

[6] 林峰.玄武岩纤维箍筋抗剪性能试验研究[D].重庆:后勤工程学院,2011:13-15.

[7] Raaovich F N, Zueva V N, Makeeva L V. Stability of Basalt Fibersin a Medium of Hydrating Cement[J]. Glass and Ceramics,2001(58):11-12.

[8] Morphy R. Behavior of Fiber Reinforced Polymer (FRP) StirrupsAs Shear Reinforcement for Concrete Structures[D]. Manitoba:University of Manitoba,1999.

[9] American Concrete Institute. Application News[J]. ReinforcedPlastics,2008:5-5.

[10] ACI Committee 440. Guide Test Methods for Fiber-ReinforcedPolymers (FRPs) for Reinforcing or Strengthening ConcreteStructures, ACI 440.3 R-04[R]. Michigan: American ConcreteInstitute Committee 440,2004.

[11] GB 5015292混凝土结构试验方法标准[S].

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