Analysis on Influence Factors of Grouted Anchorages for CFRP Bars

DOI

10.2991/iccet-15.2015.188How to use a DOI?

Keywords

CFRP bar; anchorage; bonding interface; shear stress; distribution.

Abstract

Force mechanism of CFRP reinforced anchorage is discussed in this thesis, where epoxy resin is used as adhesive agent. Taking the length of anchorage, the load, the thickness of resin and elastic modulus etc. as the main parameters, the shearing stress on the interface between tendons and resin were analyzed in light of finite element method. Finally, the suggestions for the design of the CFRP reinforced anchorages and the methods of improving adhesive agent are put forward.

Copyright

© 2015, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Peng Wang
AU  - Changqing Zhang
AU  - Xiaoyi Wang
AU  - Yun He
PY  - 2015/11
DA  - 2015/11
TI  - Analysis on Influence Factors of Grouted Anchorages for CFRP Bars
BT  - Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015
PB  - Atlantis Press
SP  - 994
EP  - 1000
SN  - 2352-5401
UR  - https://doi.org/10.2991/iccet-15.2015.188
DO  - 10.2991/iccet-15.2015.188
ID  - Wang2015/11
ER  -