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contributor authorHwai-Chung Wu
date accessioned2017-05-08T21:30:23Z
date available2017-05-08T21:30:23Z
date copyrightMay 2000
date issued2000
identifier other%28asce%291090-0268%282000%294%3A2%2896%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54059
description abstractIn this technical note, fiber-reinforced plastics (FRP) strengthening efficiency for reinforced-concrete columns will be examined from a micromechanical point of view by accounting for direct mechanical interaction between FRP sheet and concrete. Concrete compressive failure is initiated by wing-crack propagation. The mechanical interaction dictates the compressive behavior of FRP-wrapped concrete from the first bent-over point to the peak load in the load/displacement curve. A possible detailed interaction under compression is described.
publisherAmerican Society of Civil Engineers
titleMechanical Interaction between Concrete and FRP Sheet
typeJournal Paper
journal volume4
journal issue2
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)1090-0268(2000)4:2(96)
treeJournal of Composites for Construction:;2000:;Volume ( 004 ):;issue: 002
contenttypeFulltext


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