Effect of flexural CFRP sheets on shear resistance of reinforced concrete beams
Abstract
The current method of strengthening reinforced concrete (RC) beams in shear is by externally bonding carbon fiber reinforced polymer (CFRP) sheets to the vertical sides of the beam with different orientations and spacing using epoxy adhesives to arrest diagonal cracks. However, in certain applications, the sides of the beam might not be accessible for shear strengthening. The aim of this paper is to investigate the effect of externally bonded...
Paper Details
Title
Effect of flexural CFRP sheets on shear resistance of reinforced concrete beams
Published Date
Apr 1, 2015
Journal
Volume
122
Pages
468 - 476
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