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contributor authorJian-Guo Dai
contributor authorW. Y. Gao
contributor authorJ. G. Teng
date accessioned2017-05-08T21:36:39Z
date available2017-05-08T21:36:39Z
date copyrightApril 2013
date issued2013
identifier other%28asce%29cc%2E1943-5614%2E0000340.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57476
description abstractThis paper presents a nonlinear local bond-slip model for fiber reinforced polymer (FRP) laminates externally bonded to concrete at elevated temperature for future use in the theoretical modeling of fire resistance of FRP-strengthened concrete structures. The model is an extension of an existing two-parameter bond-slip model for FRP-to-concrete interfaces at ambient temperature. The two key parameters employed in the proposed bond-slip model, the interfacial fracture energy,
publisherAmerican Society of Civil Engineers
titleBond-Slip Model for FRP Laminates Externally Bonded to Concrete at Elevated Temperature
typeJournal Paper
journal volume17
journal issue2
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000337
treeJournal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 002
contenttypeFulltext


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