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contributor authorNikolaos K. Photiou
contributor authorLen C. Hollaway
contributor authorMarios K. Chryssanthopoulos
date accessioned2017-05-08T21:18:05Z
date available2017-05-08T21:18:05Z
date copyrightOctober 2006
date issued2006
identifier other%28asce%290899-1561%282006%2918%3A5%28641%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46177
description abstractThis paper examines the effectiveness of a high and an ultrahigh modulus carbon-fiber-reinforced polymer (CFRP) composite prepreg, both of which have been specifically developed for the civil engineering industry. A film adhesive, compatible with the matrix material of the CFRP composite, has been introduced. The bonding characteristics of this film adhesive have been compared with those of a standard two-part adhesive—widely used in the construction industry—with those of a two-part adhesive—frequently used for high-grade bonding applications in the aerospace industry. The results have shown that when bonding carbon fiber composites to steel, the film adhesive has more favorable characteristics compared to those of the standard civil engineering adhesive, though the high-grade, and higher-cost, aerospace adhesive has superior bonding qualities. It has also been demonstrated that a good understanding of the full load-deformation response of relevant joints, including load-strain and load-extension characteristics, as well as failure mode characterization, is essential.
publisherAmerican Society of Civil Engineers
titleSelection of Carbon-Fiber-Reinforced Polymer Systems for Steelwork Upgrading
typeJournal Paper
journal volume18
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2006)18:5(641)
treeJournal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 005
contenttypeFulltext


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