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Flexural behavior of GFRP RC beam strengthened with carbon fiber reinforced polymer (CFRP) plate: cracking behavior

Salleh, Norhafizah and Mohd. Sam, Abdul Rahman and Mohd. Yatim, Jamaludin (2015) Flexural behavior of GFRP RC beam strengthened with carbon fiber reinforced polymer (CFRP) plate: cracking behavior. In: Applied Mechanics and Materials, 2015.

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Official URL: https://www.scientific.net/AMM.752-753.610

Abstract

There has been much research conducted on the current performance of Fiber Reinforced Polymer (FRP) as reinforcement. It was due to FRP easier to maintain than steel during construction because of less weight. Laboratory works on the flexural behavior of concrete beams that with GFRP and CFRP use as a plate strengthening for the beam size 2800 x 200 x 250 millimeter. study of the pattern of cracking and failure modes of the beam will be compared between the ten types of beams consisting of steel reinforced beams , beam-reinforced GFRP and GFRP reinforced beams strengthened with CFRP with different lengths. Comparing between the beam bending performance was examined through the ultimate load, cracking and failure modes.

Item Type:Conference or Workshop Item (Paper)
Uncontrolled Keywords:concrete crushing, crack behaviour
Subjects:T Technology > TA Engineering (General). Civil engineering (General)
Divisions:Civil Engineering
ID Code:61200
Deposited By: Widya Wahid
Deposited On:19 Mar 2017 07:03
Last Modified:13 Aug 2017 07:20

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