期刊
CONSTRUCTION AND BUILDING MATERIALS
卷 17, 期 1, 页码 27-41出版社
ELSEVIER SCI LTD
DOI: 10.1016/S0950-0618(02)00091-0
关键词
fibre reinforced polymer; fibre reinforced plastic; FRP; debonding; reinforced concrete beams; shear design; shear strength; shear strengthening
Many studies have been undertaken on shear strengthening of reinforced concrete (RC) beams by externally bonding fibre-reinforced polymer (FRP) composites. These studies have established clearly that such strengthened beams fail in shear mainly in one of two modes: FRP rupture; and FRP debonding, and have led to preliminary design proposals. This paper is concerned with the development of a simple, accurate and rational design proposal for the shear capacity of FRP-strengthened beams which fail by FRP debonding. Existing strength proposals are reviewed and their deficiencies highlighted. A new strength model is then developed. The model is validated against experimental data collected from the existing literature. Finally, a new design proposal is presented. (C) 2002 Elsevier Science Ltd. All rights reserved.
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