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contributor authorMarco Di Ludovico
contributor authorAndrea Prota
contributor authorGaetano Manfredi
date accessioned2017-05-08T21:36:11Z
date available2017-05-08T21:36:11Z
date copyrightOctober 2010
date issued2010
identifier other%28asce%29cc%2E1943-5614%2E0000117.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57230
description abstractThis paper aims to appraise the opportunities provided by a new class of composites based on using basalt fibers bonded with a cement-based matrix as an innovative strengthening material for confinement of reinforced concrete members. The effectiveness of the proposed technique is assessed by comparing different confinement schemes on concrete cylinders: (1) uniaxial glass-fiber-reinforced polymer (FRP) laminates; (2) alkali-resistant fiberglass grids bonded with a cement-based mortar; (3) bidirectional basalt laminates preimpregnated with epoxy resin or latex and then bonded with a cement-based mortar; and (4) a cement-based mortar jacket. The study showed that confinement based on basalt fibers bonded with a cement-based mortar could be a promising solution to overcome some limitations of epoxy-based FRP laminates.
publisherAmerican Society of Civil Engineers
titleStructural Upgrade Using Basalt Fibers for Concrete Confinement
typeJournal Paper
journal volume14
journal issue5
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000114
treeJournal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 005
contenttypeFulltext


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