Behavior of Concrete-filled Fiber Reinforced Polymer(FRP) Tubular Arches
Authors
Lingqiang Yang, Rui Gao, Yan Wang
Corresponding Author
Lingqiang Yang
Available Online May 2018.
- DOI
- 10.2991/iceesd-18.2018.119How to use a DOI?
- Keywords
- arch tubes; FRP; Load-Strain.
- Abstract
The arch tubes are filled with concrete using a small concrete pump. The tubes may be filled quickly with no external vibration using a self consolidating concrete mix. After a short curing period, the arches gain the majority of their final strength, providing the entire superstructure for a bridge in a short amount of time. To develop a numerical model to predict the behavior of the concrete-filled, testing and modeling at the material level for the FRP laminate properties are given.
- Copyright
- © 2018, 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 - Lingqiang Yang AU - Rui Gao AU - Yan Wang PY - 2018/05 DA - 2018/05 TI - Behavior of Concrete-filled Fiber Reinforced Polymer(FRP) Tubular Arches BT - Proceedings of the 2018 7th International Conference on Energy, Environment and Sustainable Development (ICEESD 2018) PB - Atlantis Press SP - 651 EP - 654 SN - 2352-5401 UR - https://doi.org/10.2991/iceesd-18.2018.119 DO - 10.2991/iceesd-18.2018.119 ID - Yang2018/05 ER -