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contributor authorNasim Uddin
contributor authorJohn D. Purdue
contributor authorUday Vaidya
date accessioned2017-05-08T21:16:22Z
date available2017-05-08T21:16:22Z
date copyrightOctober 2008
date issued2008
identifier other%28asce%290893-1321%282008%2921%3A4%28259%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45132
description abstractThe research focused on the effects of low velocity impact loading on high-strength concrete confined by a prefabricated polypropylene jacket and comparing the results with similar specimens confined by carbon fiber-reinforced polymer (CFRP) composites. In order to accomplish this, both static and dynamic load tests were performed. Concrete cylinders were used for static loading. Twelve concrete cylinders were prepared for static load testing: three were plain concrete and used as control specimens, three were wrapped with one layer of unidirectional CFRP composites, and six were confined by the polypropylene jacket. The thickness of the polypropylene wrap was machined to different thicknesses; three
publisherAmerican Society of Civil Engineers
titleFeasibility of Thermoplastic Composite Jackets for Bridge Impact Protection
typeJournal Paper
journal volume21
journal issue4
journal titleJournal of Aerospace Engineering
identifier doi10.1061/(ASCE)0893-1321(2008)21:4(259)
treeJournal of Aerospace Engineering:;2008:;Volume ( 021 ):;issue: 004
contenttypeFulltext


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