Failure Mode and Capacity of FRP and concrete Tube

DOI

10.2991/iceesd-18.2018.122How to use a DOI?

Keywords

Failure Mode; tube; test.

Abstract

full scale structural testing was carried out on four (4) concretefilled FRP arch specimens. The model was found to accurately predict the response of the arch members. After initial failure has occurred the arch members retain their stability as well as a significant amount of their initial load carrying capacity. The post-peak behavior of the arch members has been studied by subjecting the specimens to a secondary static test until complete failure was forced. During secondary tests the arch members exhibit considerable ductility and energy absorption capacity.

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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TY  - CONF
AU  - Jing Ma
AU  - Lingqiang Yang
AU  - Yan Wang
PY  - 2018/05
DA  - 2018/05
TI  - Failure Mode and Capacity of FRP and concrete Tube
BT  - Proceedings of the 2018 7th International Conference on Energy, Environment and Sustainable Development (ICEESD 2018)
PB  - Atlantis Press
SP  - 663
EP  - 666
SN  - 2352-5401
UR  - https://doi.org/10.2991/iceesd-18.2018.122
DO  - 10.2991/iceesd-18.2018.122
ID  - Ma2018/05
ER  -