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contributor authorMason E. Schmidt
contributor authorLijuan Cheng
date accessioned2017-05-08T21:36:02Z
date available2017-05-08T21:36:02Z
date copyrightAugust 2009
date issued2009
identifier other%28asce%29cc%2E1943-5614%2E0000027.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57136
description abstractResearch reported herein investigates the out-of-plane impact resistance of unreinforced masonry (URM) walls strengthened with carbon fiber-reinforced polymer (CFRP) composites, externally applied in sheets to one face of the wall. Two analytical methods based on energy principle and wave propagation theory and a finite-element-based numerical model have been developed, assuming a perfect bond at composite–masonry interface with an equivalent stiffness of the system. Full-scale impact tests are conducted for verification purpose, where three
publisherAmerican Society of Civil Engineers
titleImpact Response of Externally Strengthened Unreinforced Masonry Walls Using CFRP
typeJournal Paper
journal volume13
journal issue4
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000011
treeJournal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 004
contenttypeFulltext


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