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contributor authorCem Demir
contributor authorKayhan Kolcu
contributor authorAlper Ilki
date accessioned2017-05-08T21:36:05Z
date available2017-05-08T21:36:05Z
date copyrightApril 2010
date issued2010
identifier other%28asce%29cc%2E1943-5614%2E0000057.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57168
description abstractIn this study, 18 concrete cylinder specimens were tested either under uniaxial compression at different loading rates or exposed to sustained axial stresses after being jacketed externally with carbon-fiber-reinforced polymer (CFRP) sheets. The specimens were cast using medium strength concrete. All the specimens had identical dimensions and level of confinement. Loading rate and applied sustained stress level were the main test parameters. Applied loading rate varied between 0.0002 and 0.04 strain/min. Four stress levels between 0.52 and
publisherAmerican Society of Civil Engineers
titleEffects of Loading Rate and Duration on Axial Behavior of Concrete Confined by Fiber-Reinforced Polymer Sheets
typeJournal Paper
journal volume14
journal issue2
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000054
treeJournal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 002
contenttypeFulltext


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