Towards incorporating the influence of cracks in the durability index testing approach

J. Kanjee, H. Beushausen, M. G. Alexander, M. Otieno

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

In this paper, the need to accurately assess the durability of Reinforced Concrete (RC) structures while taking into account the presence of cracks is reviewed. The development and use of service life models to predict the deterioration of concrete structures are examined. Most of these service life models are based on the philosophy of uncracked concrete, which leads to an over-estimation of the performance of the structure. The South African Durability Index (DI) tests are utilised as indicators to characterise concrete and as input parameters for service life prediction models. The paper reviews literature on the influence of cracks on concrete durability and illustrates current work with regard to accounting for the presence of cracks in the DI approach. The aim of the research discussed in this paper is to improve the service life prediction of (cracked) in-service RC structures.

Original languageEnglish
Title of host publicationConcrete Repair, Rehabilitation and Retrofitting III - Proceedings of the 3rd International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2012
Pages396-401
Number of pages6
Publication statusPublished - 2012
Externally publishedYes
Event3rd International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2012 - Cape Town, South Africa
Duration: 3 Sept 20125 Sept 2012

Publication series

NameConcrete Repair, Rehabilitation and Retrofitting III - Proceedings of the 3rd International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2012

Conference

Conference3rd International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2012
Country/TerritorySouth Africa
CityCape Town
Period3/09/125/09/12

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