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Volumn 67, Issue 4, 2005, Pages 437-442

Effects of wrap thickness and ply configuration on composite-confined concrete cylinders

Author keywords

Columns; Composite wrap; Concrete; Ductility; Fibers; Ply angle; Strength; Uniaxial compression; Wrap thickness

Indexed keywords

COMPRESSIVE STRENGTH; CONCRETES; CYLINDERS (SHAPES); DUCTILITY; FINITE ELEMENT METHOD; LOADING; MATHEMATICAL MODELS;

EID: 10644280660     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruct.2004.02.002     Document Type: Article
Times cited : (41)

References (12)
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    • Lam, L.1    Teng, J.G.2
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    • Behavior of FRP jacketed concrete columns under eccentric loading
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    • Parvin, A.1    Wang, W.2
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    • Axial testing of rectangular column models confined with composites
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  • 8
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    • Ply angle effect on fiber composite wrapped reinforced concrete beam-column connections under combined axial and cyclic loads
    • under revision
    • Parvin A Wu S. Ply angle effect on fiber composite wrapped reinforced concrete beam-column connections under combined axial and cyclic loads. J Compos Constr ASCE, under revision
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  • 12
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.