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

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/).

Download article (PDF)

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  -