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contributor authorM. Saiid Saiidi
contributor authorKandasamy Sureshkumar
contributor authorClaudia Pulido
date accessioned2017-05-08T21:30:42Z
date available2017-05-08T21:30:42Z
date copyrightFebruary 2005
date issued2005
identifier other%28asce%291090-0268%282005%299%3A1%28101%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54280
description abstractThis paper presents a simple model to calculate concrete properties for reinforced concrete members that are confined by carbon-fiber-reinforced plastic (CFRP) sheets. The model simplifies and incorporates formulas from some of the existing models. Results are examined for typical circular and square columns with a range of cross-section dimensions and axial loads. Results demonstrate that the proposed simple model is quite sufficient in calculating moment-curvature relationships of CFRP-confined members.
publisherAmerican Society of Civil Engineers
titleSimple Carbon-Fiber-Reinforced-Plastic-Confined Concrete Model for Moment-Curvature Analysis
typeJournal Paper
journal volume9
journal issue1
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)1090-0268(2005)9:1(101)
treeJournal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 001
contenttypeFulltext


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