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Please use this identifier to cite or link to this item: http://repository.iitr.ac.in/handle/123456789/15593
Title: Strengthening heat damaged reinforced concrete beams using glass fiber-reinforced polymer (GFRP) laminates
Authors: Roy A.B.D.
Sharma U.K.
Bhargava P.
Wald F.Bjegovic D.Horova K.Burgess I.Jelcic Rukavina M.
Published in: Proceedings of Applications of Structural Fire Engineering
Abstract: A series of 21 reinforced concrete T-beams of length 1400 mm were cast using normal strength concrete. After 90 days of ageing, the beams were heated to 600°C and 900°C temperatures in an electric furnace. While three control beams were treated at room temperature, eighteen beams were heat damaged. The heat damaged beams were strengthened with FRP laminates and then tested until complete failure. Two different strengthening patterns of glass fiber reinforced polymer (GFRP) strengthening materials were used. The strengthened beams were then tested in a loading frame under 4 point loading condition. The load-deflection curves for the beams were examined to evaluate the capability of various strengthening patterns. Structural performance of various strengthening patterns were gauged in terms of failure mode, flexural strength, secant stiffness and the energy absorption capacity i.e. area under the load-displacement curve. It was observed that the beams exposed to different temperatures experienced a reduction in ultimate load carrying capacity ranging from 14 % to 61%. The secant stiffness and energy dissipation were reduced in the range of 34% to 56% and 10% to 41% respectively. The study shows that GFRP wraps were quite capable of restoring the flexural strength of heat damaged beams.
Citation: Proceedings of Applications of Structural Fire Engineering, (2017)
URI: https://doi.org/10.14311/asfe.2015.030
http://repository.iitr.ac.in/handle/123456789/15593
Issue Date: 2017
Publisher: Czech Technical University in Prague
Keywords: Concrete beams
Flexural strength
Heat damage
Stiffness
Strengthening
ISBN: 9788001061947
ISSN: 23367318
Author Scopus IDs: 57188682219
57214359120
14068541600
Author Affiliations: Roy, A.B.D., Indian Institute of Technology Roorkee, Dept. of Civil Engineering, Roorkee, India
Sharma, U.K., Indian Institute of Technology Roorkee, Dept. of Civil Engineering, Roorkee, India
Bhargava, P., Indian Institute of Technology Roorkee, Dept. of Civil Engineering, Roorkee, India
Appears in Collections:Conference Publications [CE]

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