Proceedings of the 2016 International Conference on Engineering and Advanced Technology

The Experimental Study on BFRP Rebar and Coral Concrete Bond Performance

Authors
Jiayi Li
Corresponding Author
Jiayi Li
Available Online May 2016.
DOI
https://doi.org/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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Volume Title
Proceedings of the 2016 International Conference on Engineering and Advanced Technology
Series
Advances in Engineering Research
Publication Date
May 2016
ISBN
978-94-6252-294-7
ISSN
2352-5401
DOI
https://doi.org/10.2991/iceat-16.2017.75How to use a DOI?
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/).

Cite this article

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  - https://doi.org/10.2991/iceat-16.2017.75
ID  - Li2016/05
ER  -