Experimental Method Study on Tensile Properties of GFRP Bar

Article Preview

Abstract:

The GFRP bar has good mechanical properties and durability, but it is hard to test the tensile strength of large diameter FRP bar. Its test method given by ACI is too conservative, especially for large diameter FRP bar, and the length of test specimen will be too long and beyond the range of most testing machine. This article tested the tensile strength of GFRP bar using new methods, meanwhile, analyzed its stress distribution along the length of the specimens. The test results show that the use of bond anchor with steel plug or internal thread to measure the tensile strength of GFRP bar is feasible, and it can reduce the free length and the anchor length of the specimens, thus simplifying the test method of the tensile strength of FRP bars.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

365-368

Citation:

Online since:

October 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] S. Li, Glass fiber reinforced polymer and adhesive properties of concrete, Zhengzhou University, (2008).

Google Scholar

[2] S. Huang, X. Qiu, W. He, FRP main experimental study on the performance of soil nailing, China Civil Engineering Journal, 40 (2007) 74-78.

Google Scholar

[3] H. Liu, X. Yu, G. Li, GFRP bolt tensile mechanical properties of experimental research, Chinese Journal of Rock Mechanics and Engineering, 24 (2005) 3719-3723.

Google Scholar

[4] J. Chen, G. Huang, Q. Chen, GFRP reinforcement stretch mechanics performance test research, Building Science, 28 (2012) 43-44.

Google Scholar

[5] J. Huang, Y. Ye, W. Wang, Based on the application of GFRP bolt tensile and shear performance test research, China Mining Magazine, 19 (2010) 94-95.

Google Scholar

[6] J. Zhan, X. Du, Z. Deng, The research and development of prestressed FRP reinforced anchorage, Industrial Construction, 36 (2006) 65-68.

Google Scholar

[7] M. Jian, FRP reinforcement performance test methods and coaxial connection method research, Tongji University, (2009).

Google Scholar

[8] Z. Zhou, F. Li, L. Zhao, The development of FRP reinforced bond anchorage, Industrial Construction, 41 (2011) 663-665.

Google Scholar