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Experimental assessment of concrete damage due to exposure to high temperature and efficacy of the repair system

Guruprasad, YK and Ramaswamy, A (2013) Experimental assessment of concrete damage due to exposure to high temperature and efficacy of the repair system. In: 3rd International Workshop on Concrete Spalling due to Fire Exposure, SEP 25-27, 2013, Paris, FRANCE.

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Official URL: http://dx.doi.org/ 10.1051/matecconf/20130606002

Abstract

The present study experimentally evaluates the performance of control (standard cylinder specimen), damaged (mechanical loading after thermal exposure) and repaired / retrofitted normal plain concrete cylinders using different repair schemes such as on use of FRP wraps, Geo-polymers, etc., to restore the capacity of damaged structural concrete elements. The control-companion specimen in the series provides the reference frame against which both, specimen damage levels were quantified and the benefits of a specimen repaired subsequent to damage were assessed.

Item Type: Conference Proceedings
Additional Information: Copy right for this article belongs to the E D P SCIENCES, 17 AVE DU HOGGAR PARC D ACTIVITES COUTABOEUF BP 112, F-91944 CEDEX A, FRANCE
Department/Centre: Division of Mechanical Sciences > Civil Engineering
Depositing User: Id for Latest eprints
Date Deposited: 09 Nov 2014 07:09
Last Modified: 09 Nov 2014 07:09
URI: http://eprints.iisc.ac.in/id/eprint/50244

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