Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/81647
Title: Experimental and numerical evaluation of FRP-retrofitted RC structure behavior under blast loading
Authors: Yi, Na-Hyun
Tan, Kang Hai
Kim, Jang-Ho Jay
Keywords: Blast
CFRP
Issue Date: 2014
Source: Yi, N.-H., Tan, K. H., & Kim, J.-H. J. (2014). Experimental and numerical evaluation of FRP-retrofitted RC structure behavior under blast loading. 6th International Conference on Protection of Structures against Hazards.
Abstract: Generally, concrete is known to have a relatively high blast resistance compared to other construction materials. However, some existing concrete structures require retrofitting during their service life to improve their resistance against impact and blast loads. The application of composite materials such as FRPs can enhance the ductility of concrete structures and improve the resistance to extreme loading where strips or plates are attached to the surface for either repair or upgrade of the energy-absorption ability.
URI: https://hdl.handle.net/10356/81647
http://hdl.handle.net/10220/40905
Rights: © 2014 CI-Premier. This is the author created version of a work that has been peer reviewed and accepted for publication by 6th International Conference on Protection of Structures against Hazards, CI-Premier. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document.
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Conference Papers

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