Proceedings of the 2018 7th International Conference on Energy, Environment and Sustainable Development (ICEESD 2018)

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
https://doi.org/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/).

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Volume Title
Proceedings of the 2018 7th International Conference on Energy, Environment and Sustainable Development (ICEESD 2018)
Series
Advances in Engineering Research
Publication Date
May 2018
ISBN
978-94-6252-503-0
ISSN
2352-5401
DOI
https://doi.org/10.2991/iceesd-18.2018.119How to use a DOI?
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  - https://doi.org/10.2991/iceesd-18.2018.119
ID  - Yang2018/05
ER  -