Proceedings of the 2016 International Conference on Advanced Materials Science and Environmental Engineering

A Study on the Creep behavior of FRP beam-strengthened RC beams

Authors
Kim Il Heon, Choi Yeol, Hong Won Hwa, Lee Hyoung Ju
Corresponding Author
Kim Il Heon
Available Online April 2016.
DOI
10.2991/amsee-16.2016.34How to use a DOI?
Keywords
hybrid composite beams; long-term deflection; time-dependent factor; RC beams; sustained
Abstract

This paper presents the results of creep behavior experimental testing of FRP beam-strengthened concrete (RC) beams subjected to two different sustained loads. The specimen had dimensions of 400 mm(W) × 600 mm(D) × 6,000 mm(L) were used with or without externally strengthened FRP beam. Test results showed that additional long-term deflection from ACI equation for RC beams did not comply with the long-term deflection of RC beam strengthened with FRP beam.

Copyright
© 2016, 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 Advanced Materials Science and Environmental Engineering
Series
Advances in Engineering Research
Publication Date
April 2016
ISBN
10.2991/amsee-16.2016.34
ISSN
2352-5401
DOI
10.2991/amsee-16.2016.34How to use a DOI?
Copyright
© 2016, 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  - Kim Il Heon
AU  - Choi Yeol
AU  - Hong Won Hwa
AU  - Lee Hyoung Ju
PY  - 2016/04
DA  - 2016/04
TI  - A Study on the Creep behavior of FRP beam-strengthened RC beams
BT  - Proceedings of the 2016 International Conference on Advanced Materials Science and Environmental Engineering
PB  - Atlantis Press
SP  - 122
EP  - 125
SN  - 2352-5401
UR  - https://doi.org/10.2991/amsee-16.2016.34
DO  - 10.2991/amsee-16.2016.34
ID  - Heon2016/04
ER  -