Scholarly
    Communications Project


Document Type:Master's Thesis
Name:Brian Patrick Carlin
Email address:bcarlin@vt.edu
URN:1998/00203
Title:Investigation of the Strength and Ductility of Reinforced Concrete Beams Strengthed with CFRP Laminates
Degree:Master of Science
Department:Civil Engineering
Committee Chair: Dr. Tommy Cousins
Chair's email:tcousins@vt.edu
Committee Members:Dr. Jack Lesko, Co-Chair
Dr. Richard Barker
Keywords:ductility,flexural strength, carbon fibers,reinforced concrete beams
Date of defense:March 16, 1998
Availability:Release the entire work for Virginia Tech access only.
After one year release worldwide only with written permission of the student and the advisory committee chair.

Abstract:

The use of fiber reinforced plastics (FRP) in repairing and strengthening bridges has been researched in recent years. In particular, attaching unidirectional FRP to the tension face of reinforced concrete beams has provided an increase in stiffness and load capacity of the structure. However, due to the brittle nature of the unidirectional FRP, the ductility of the beam decreases. One possible solution to this problem is the use of cross-ply or off-axis FRP laminates. This thesis focuses on the investigation of the flexural behavior of reinforced concrete beams strengthened with one of two different FRP orientations (0/90 and 45). More particularly, the change in strength and ductility of the beams as the number of FRP layers are altered is investigated. Seven under-reinforced concrete beams were constructed and tested to failure. With the exception of the control beam, each specimen was applied with two, three, or four layers of either 0/90 or 45 FRP orientations. To predict the flexural behavior of the specimens, a theoretical model was derived using basic concepts, past research, and the tested properties of the concrete, steel reinforcement, and FRP. Also, two methods were used to analyze the ductility of the tested beams. Along with the test details of each specimen; the moment, deflection, CFRP strain, crack patterns, and mode of failure are discussed. The results included an increase in load capacity with respect for the number of CFRP layers applied for both orientations. Also, the ductility of the beams were reduced by adding CFRP orientations.

List of Attached Files

AppA.pdf AppB.pdf AppC.pdf
AppD.pdf Ch-1.pdf Ch-2.pdf
Ch-3.pdf Ch-3pic.pdf Ch-4.pdf
Ch-4pic.pdf Ch-5.pdf Ch-5pic.pdf
Ch-6.pdf Ref.pdf pre_body.pdf
title.pdf vita.pdf

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