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contributor authorXinbao Yang
contributor authorJun Wei
contributor authorAntonio Nanni
contributor authorLokeswarappa R. Dharani
date accessioned2017-05-08T21:30:40Z
date available2017-05-08T21:30:40Z
date copyrightOctober 2004
date issued2004
identifier other%28asce%291090-0268%282004%298%3A5%28444%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54262
description abstractAt present, fiber reinforced polymer (FRP) composite materials are extensively used to strengthen concrete structures and a main application is wrapping compression members such as building and bridge columns for improved strength and ductility. In this case, FRP laminates are intended to provide confinement to the concrete and the cross section shape plays an important role on the effectiveness of the method. The primary purpose of this paper is to introduce a test device and a test method designed to determine the effect of corner radius on the strength of the FRP laminate and on the distribution of the resulting radial stress on the substrate material. Various curvatures were investigated. In the proposed device, they can be realized by using interchangeable inserts. Strain distribution around the corner, failure load, and failure mode of the FRP laminate were monitored and analyzed. The stress concentration in the laminate is studied numerically using the finite element method and compared with experimental results. The relationship between radial stress distribution and corner radius is determined to provide guidance in practical cases.
publisherAmerican Society of Civil Engineers
titleShape Effect on the Performance of Carbon Fiber Reinforced Polymer Wraps
typeJournal Paper
journal volume8
journal issue5
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)1090-0268(2004)8:5(444)
treeJournal of Composites for Construction:;2004:;Volume ( 008 ):;issue: 005
contenttypeFulltext


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