The Experimental Study on BFRP Rebar and Coral Concrete Bond Performance

DOI

10.2991/iceat-16.2017.75How to use a DOI?

Keywords

Coral concrete, BFRP rebar, pull-out test, bond performance

Abstract

With the pull-out test on 30 specimens, influences on bond performance between them were studied by changing diameter of BFRP rebar, coral concrete compression strength and bond length of BFRP rebar in coral concrete, respectively. The study indicates that the limit bond strength between BFRP rebar and coral concrete will be reduced with the increase of BFRP rebar's diameter and its bond length in coral concrete. To some extent, the increase of compression strength for coral concrete will improve bond strength.

Copyright

© 2017, 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  - Jiayi Li
PY  - 2016/05
DA  - 2016/05
TI  - The Experimental Study on BFRP Rebar and Coral Concrete Bond Performance
BT  - Proceedings of the 2016 International Conference on Engineering and Advanced Technology
PB  - Atlantis Press
SP  - 370
EP  - 374
SN  - 2352-5401
UR  - https://doi.org/10.2991/iceat-16.2017.75
DO  - 10.2991/iceat-16.2017.75
ID  - Li2016/05
ER  -