Show simple item record

contributor authorM. Harajli
contributor authorM. Abouniaj
date accessioned2017-05-08T21:36:14Z
date available2017-05-08T21:36:14Z
date copyrightDecember 2010
date issued2010
identifier other%28asce%29cc%2E1943-5614%2E0000142.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57258
description abstractThe development/splice strength and the pullout local bond stress-slip response of glass fiber-reinforced polymer (GFRP) bars in tension were experimentally investigated using beam specimens and pullout specimens, respectively. Two types of 12-mm (0.47-in.)-diameter GFRP bars were evaluated, namely,
publisherAmerican Society of Civil Engineers
titleBond Performance of GFRP Bars in Tension: Experimental Evaluation and Assessment of ACI 440 Guidelines
typeJournal Paper
journal volume14
journal issue6
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000139
treeJournal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 006
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record