Experimental study on the bonding performance of FRP and radiation shielded concrete

DOI

10.2991/978-94-6463-435-8_44How to use a DOI?

Keywords

Architecture; Disaster prevention and control; Barite Radiation Shielding Concrete; Bonding performances; Centre pull-out test

Abstract

In order to ensure the safe service of reinforced concrete structures in the storage of spent fuel and the disposal of nuclear waste under the coast, this paper proposes the idea of replacing reinforced concrete structures with FRP-barite radiation shielding concrete structures. The cohesive properties of FRP and barite radiation-shielding concrete were characterized by the central pull-out test in terms of average ultimate bond strength and bond stress slip response. The results show that the bonding performance of BFRP bars is better than that of other types of FRP bars due to the large height of the ribs, and the bonding properties of spiral rib FRP bars are better than those of shallow ribbed bars and bonded sand bars.

Copyright

© 2024 The Author(s)

Open Access

Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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TY  - CONF
AU  - Xing Liu
AU  - Lin Hua
PY  - 2024
DA  - 2024/06/13
TI  - Experimental study on the bonding performance of FRP and radiation shielded concrete
BT  - Proceedings of the 2024 5th International Conference on Civil, Architecture and Disaster Prevention and Control (CADPC 2024)
PB  - Atlantis Press
SP  - 414
EP  - 420
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-435-8_44
DO  - 10.2991/978-94-6463-435-8_44
ID  - Liu2024
ER  -