Show simple item record

contributor authorM. Pecce
contributor authorG. Manfredi
contributor authorR. Realfonzo
contributor authorE. Cosenza
date accessioned2017-05-08T21:17:17Z
date available2017-05-08T21:17:17Z
date copyrightAugust 2001
date issued2001
identifier other%28asce%290899-1561%282001%2913%3A4%28282%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45707
description abstractA better understanding of the bond behavior, which is one of the main behavioral aspects of reinforced concrete structures, is needed for fiber-reinforced plastic reinforcing bars, because tests have shown that the bond is different from that of steel reinforcing bars and varies with the type of reinforcing bar as well. In this paper results from bond tests performed on commercially available glass fiber-reinforced plastic (GFRP) reinforcing bars are presented and discussed. The experimental bond-slip curves have been obtained and some information about bond mechanisms have been derived. Furthermore, values of the elastic modulus and the tensile strength of the reinforcing bars have been measured. Finally, a numerical procedure for the identification of the constitutive bond stress-slip relationship, based on the experimental results, is presented.
publisherAmerican Society of Civil Engineers
titleExperimental and Analytical Evaluation of Bond Properties of GFRP Bars
typeJournal Paper
journal volume13
journal issue4
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2001)13:4(282)
treeJournal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 004
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record