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

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