Theoretical Assessment of FRP Tendon Wedge Anchorage System

Ping Zhuge; Su Wei Hou; Shi Zhong Qiang; Ming Hu Liu

doi:10.4028/www.scientific.net/AMR.168-170.1006

Paper Titles

Fracture Energy Analysis of Eco-Concretes in Japan
p.985

Steady State Dynamic Performance of the Slab with EPS-Blocks
p.990

Study on Electromagnetic Shielding Effectiveness of Nickel Fiber-Filled Cement
p.997

Microstructure and Mechanical Properties of Mg-12Gd-2Y-Sm-0.5Zr Alloy
p.1001

Theoretical Assessment of FRP Tendon Wedge Anchorage System
p.1006

Properties of Aliphatic Polyurea Coated Concrete under Salt Fog Exposure
p.1010

Die Wall Lubricated Warm Compaction of Fe-Ni-Cu-Mo-C Powders
p.1016

Investigation of Electromagnetic Interference Shielding Effectiveness of Cement-Based Composites Filled with Carbon Materials
p.1021

Design and Construction of the Slab with Novel Filled Material
p.1025

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 168-170Theoretical Assessment of FRP Tendon Wedge...

Theoretical Assessment of FRP Tendon Wedge Anchorage System

Abstract:

In order to improve designing and well understanding the working mechanism for fiber reinforced polymer (FRP) tendon wedge anchorage system (FWAS), a theory for solving the anchorage system was presented in this paper. A designing guidelines of anchorage system was established. The theory was checked by comparing the analytical and test results of a Carbon FRP tendon anchrage system. Effect of presetting load and friction coefficient of sleeve-FRP tendon interface on anchorage performance were evaluated by the theory. The results show that, The theory was proved to be correct, it can be used to predict the carrying capacity of FWAS, and it can calculate the stress and transverse displacement of any point of the anchorage system. The presetting load and friction coefficient of sleeve-FRP tendon interface have great impact to anchorage performance.

You might also be interested in these eBooks

Advances in Building Materials, ICSBM 2011

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 168-170)

Pages:

1006-1009

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.168-170.1006

Citation:

Cite this paper

Online since:

December 2010

Authors:

Ping Zhuge, Su Wei Hou, Shi Zhong Qiang, Ming Hu Liu

Keywords:

Anchorage System, Barrel, Fiber Reinforced Polymer (FRP), Presetting Load, Wedge

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] A. Nanni, C. E. Bakis, E. F. O'Neil, and T. O. Dixon: PCI J., Vol. 41(1996), p.34.

Google Scholar

[2] M . Reda, E. Y. Sayed-Ahmed, and N. G. Shrive: Towards a new non-metallic anchorage system for post-tensioned applications with carbon ﬁber reinforced plastic tendons., in 42nd International SAMPE Symposium, Anaheimm, California, p.288–297, (1997).

Google Scholar

[3] H. Hodhod, T. Uomoto: Japan Soc. Civ. Engrs., Vol. 17(1992), p.245.

Google Scholar

[4] E.Y. Sayed-Ahmed , N. G. Shrive: Can. J. Civ. Engrg., Vol. 25(1998) , p.113.

Google Scholar

[5] A. Al-Mayah, K. Soudki, A. Plumtree: J. Compos. Constr., Vol. 11(2007), p.469.

Google Scholar

[6] T. L. Campbell, J. P. Keatley, K M. Barnes: Analysis of an anchor for CFRP prestressing tendons., in 2nd Structural Specialty Conference, CSCE, pp.551-560, (1998).

Google Scholar

[7] A. Al-Mayah, K. Soudki, A. Plumtree: PCI J., Vol. 46(2001), p.88.

Google Scholar

[8] P. Zhuge, S. Z. Qiang, S. W. Hou: Journal of Southwest Jiaotong University, Vol. 45(2010), p.514 (in Chinese).

Google Scholar