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contributor authorRoman Okelo
date accessioned2017-05-08T21:16:19Z
date available2017-05-08T21:16:19Z
date copyrightJuly 2007
date issued2007
identifier other%28asce%290893-1321%282007%2920%3A3%28133%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45091
description abstractThe bond strength of reinforcing bars in concrete is a prerequisite for the evaluation of the development length in reinforced concrete structures. This study concerns these phenomena for fiber reinforced polymer (FRP) rebars in normal strength concrete (NSC). Three different types of rebars were tested using the beam specimen: Carbon, glass, and steel. This involved a total of 26 beam specimens containing 10, 16, and
publisherAmerican Society of Civil Engineers
titleRealistic Bond Strength of FRP Rebars in NSC from Beam Specimens
typeJournal Paper
journal volume20
journal issue3
journal titleJournal of Aerospace Engineering
identifier doi10.1061/(ASCE)0893-1321(2007)20:3(133)
treeJournal of Aerospace Engineering:;2007:;Volume ( 020 ):;issue: 003
contenttypeFulltext


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