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contributor authorJ. G. Teng
contributor authorL. Lam
contributor authorW. Chan
contributor authorJ. Wang
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%2875%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54057
description abstractDespite many studies on beams and slabs strengthened using fiber-reinforced plastic (FRP) plates, no study has been reported on the strengthening of RC cantilever slabs (e.g., canopies and balconies) using FRP materials. This paper presents the results of an experimental study of the feasibility of strengthening deficient RC cantilever slabs by bonding glass FRP (GFRP) strips/sheets on the top surface (the tension side). As the key to the success of this strengthening method is a proper way of anchoring the GFRP strips into the supporting wall and the slab, the effectiveness of different anchorage systems was the focus of the experiments. Based on the test results, a simple and effective method is identified in which the GFRP strips are anchored into the walls through horizontal slots and onto the slab using fiber anchors.
publisherAmerican Society of Civil Engineers
titleRetrofitting of Deficient RC Cantilever Slabs Using GFRP Strips
typeJournal Paper
journal volume4
journal issue2
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)1090-0268(2000)4:2(75)
treeJournal of Composites for Construction:;2000:;Volume ( 004 ):;issue: 002
contenttypeFulltext


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