A Study on the Creep behavior of FRP beam-strengthened RC beams
- 10.2991/amsee-16.2016.34How to use a DOI?
- hybrid composite beams; long-term deflection; time-dependent factor; RC beams; sustained
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.
- © 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 -