Experimental and numerical evaluation of FRP-retrofitted RC structure behavior under blast loading

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 materia...

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Main Authors: Yi, Na-Hyun, Tan, Kang Hai, Kim, Jang-Ho Jay
Other Authors: School of Civil and Environmental Engineering
Format: Conference or Workshop Item
Language:English
Published: 2016
Subjects:
Online Access:https://hdl.handle.net/10356/81647
http://hdl.handle.net/10220/40905
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-816472019-12-06T14:35:30Z Experimental and numerical evaluation of FRP-retrofitted RC structure behavior under blast loading Yi, Na-Hyun Tan, Kang Hai Kim, Jang-Ho Jay School of Civil and Environmental Engineering 6th International Conference on Protection of Structures against Hazards Blast CFRP 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. Accepted version 2016-07-11T06:25:41Z 2019-12-06T14:35:30Z 2016-07-11T06:25:41Z 2019-12-06T14:35:30Z 2014-10-01 2014 Conference Paper 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. https://hdl.handle.net/10356/81647 http://hdl.handle.net/10220/40905 180251 en © 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. 2 p. application/pdf
institution Nanyang Technological University
building NTU Library
country Singapore
collection DR-NTU
language English
topic Blast
CFRP
spellingShingle Blast
CFRP
Yi, Na-Hyun
Tan, Kang Hai
Kim, Jang-Ho Jay
Experimental and numerical evaluation of FRP-retrofitted RC structure behavior under blast loading
description 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.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Yi, Na-Hyun
Tan, Kang Hai
Kim, Jang-Ho Jay
format Conference or Workshop Item
author Yi, Na-Hyun
Tan, Kang Hai
Kim, Jang-Ho Jay
author_sort Yi, Na-Hyun
title Experimental and numerical evaluation of FRP-retrofitted RC structure behavior under blast loading
title_short Experimental and numerical evaluation of FRP-retrofitted RC structure behavior under blast loading
title_full Experimental and numerical evaluation of FRP-retrofitted RC structure behavior under blast loading
title_fullStr Experimental and numerical evaluation of FRP-retrofitted RC structure behavior under blast loading
title_full_unstemmed Experimental and numerical evaluation of FRP-retrofitted RC structure behavior under blast loading
title_sort experimental and numerical evaluation of frp-retrofitted rc structure behavior under blast loading
publishDate 2016
url https://hdl.handle.net/10356/81647
http://hdl.handle.net/10220/40905
_version_ 1681047591221985280