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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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 |
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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 |
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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. |
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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 |
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1681047591221985280 |