TECHNICAL PAPERS
May 1, 2000

Shear Strengthening of RCT-Joints Using CFRP Composites

Publication: Journal of Composites for Construction
Volume 4, Issue 2

Abstract

The rehabilitation of RC columns jacketed with carbon fiber-reinforced plastic (FRP) composites for improving shear strength, confinement, and ductility has received considerable attention. However, research for improving the shear capacity of beam-column T-joints using FRP composite materials is still in the early stages. The present paper describes the experimental results of 14 1/3-scale tests of concrete beam-column joints. The variables considered were the composite system, the fiber orientation, and the surface preparation. The tests have demonstrated the viability of carbon FRP composites for their use in improving the shear capacity of the joints as evidenced by the experimental results. Based on these experimental results, a design aid was developed for T-joints with inadequate confinement and shear reinforcement.

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Information & Authors

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Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 4Issue 2May 2000
Pages: 56 - 64

History

Received: Aug 10, 1998
Published online: May 1, 2000
Published in print: May 2000

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Members, ASCE
Asst. Prof., Civ. Engrg. Dept., Univ. of North Carolina at Charlotte, Charlotte, NC 28223.
Prof., Dept. of Civ. and Envir. Engrg., Univ. of Utah, Salt Lake City, UT 84112.
Prof. and Chair, Dept. of Civ. and Envir. Engrg., Univ. of Utah, Salt Lake City, UT.

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