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contributor authorEhab A. Ahmed
contributor authorEhab F. El-Salakawy
contributor authorBrahim Benmokrane
date accessioned2017-05-08T21:31:09Z
date available2017-05-08T21:31:09Z
date copyrightDecember 2008
date issued2008
identifier other%28asce%291090-0268%282008%2912%3A6%28596%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54560
description abstractThis paper presents the results of an experimental study conducted on the pullout capacity of glass fiber reinforced polymer (GFRP) postinstalled adhesive anchors embedded in concrete. A total of 90 adhesive anchors were installed using sand-coated GFRP reinforcing bars and tested under monotonic tension loading in accordance with ASTM E-488-96 in 1996. The test parameters were: (1) the GFRP bar diameter (25.4, 15.9, and
publisherAmerican Society of Civil Engineers
titleTensile Capacity of GFRP Postinstalled Adhesive Anchors in Concrete
typeJournal Paper
journal volume12
journal issue6
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)1090-0268(2008)12:6(596)
treeJournal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 006
contenttypeFulltext


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