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.

PDF con_spa_due_fir_exp_pro_int_wor_2013.pdf - Published Version Restricted to Registered users only Download (212kB) | Request a copy

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
Publisher:	E D P SCIENCES
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
Date Deposited:	09 Nov 2014 07:09
Last Modified:	09 Nov 2014 07:09
URI:	http://eprints.iisc.ac.in/id/eprint/50244

Actions (login required)

View Item