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contributor authorDejian Shen
contributor authorYong Ji
contributor authorFenfang Yin
contributor authorJinyang Zhang
date accessioned2017-05-08T22:19:45Z
date available2017-05-08T22:19:45Z
date copyrightDecember 2015
date issued2015
identifier other41216455.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/77804
description abstractReinforced concrete structures strengthened by fiber-reinforced polymer (FRP) always suffer dynamic loadings. Furthermore, the dynamic loadings are always added at the base of static loadings. The success of this strengthening method relies on the effectiveness of the bond of the FRP sheet to the concrete. Although numerous experimental studies have investigated this bond, experimental data concerning dynamic tests on basalt FRP (BFRP) sheets applied on concrete specimens under different initial static loadings are still lacking. This paper presents an experimental investigation on the dynamic bond behavior between the BFRP sheet and concrete under different initial static loadings (0, 30, 50, 80, and 100%) and displacement rate of
publisherAmerican Society of Civil Engineers
titleDynamic Bond Stress-Slip Relationship between Basalt FRP Sheet and Concrete under Initial Static Loading
typeJournal Paper
journal volume19
journal issue6
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000568
treeJournal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 006
contenttypeFulltext


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