期刊
COMPOSITES PART B-ENGINEERING
卷 37, 期 7-8, 页码 670-678出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.compositesb.2006.01.005
关键词
glass fibers; strength; analytical modelling; mechanical testing
The assessment of the effectiveness of the fiber reinforced polymer (FRP) confinement on rectangular reinforced concrete (RC) columns with high aspect ratio (wall-like) still represents an unresolved issue. The present paper aims at providing more experimental evidence about the behavior of such members confined with both uni-directional and quadri-directional glass FRP laminates. Particular attention is devoted to issues related to the premature failure of confining fibers experimentally observed in wall-like columns. Test results on nine axially loaded columns are herein presented; emphasis is also given to the analysis of FRP strain profiles along the sides of the cross-section. The analysis of test results highlights that glass FRP (GFRP) confinement could determine significant strength and ductility increases; the discussion of failure modes points out that the failure of GFRP confined wall-like columns is controlled by the shape of the cross-section and occurs at transverse strains in the jacket much lower than those ultimate of the fibers. Theoretical-experimental comparisons are performed using some available models for strength prediction of such members. (c) 2006 Elsevier Ltd. All rights reserved.
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