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Cement and Concrete Composites | Vol.70, Issue.0 | | Pages 119-129

Cement and Concrete Composites

A comparison of methods to evaluate mass transport in damaged mortar

Farnam Ghasemzadeh   Reza Rashetnia   Danny Smyl   Mohammad Pour-Ghaz  
Abstract

The service life of reinforced concrete (RC) structures is directly influenced by the transport properties of concrete. These transport properties are adversely affected by the presence of cracks. Therefore, for accurate service life estimation of RC structures the effect of cracks on mass transport needs to be understood and quantified. To quantify the effect of cracks, different measurement methods have been developed. In this paper, we compare different mass transport measurement methods for quantifying the effect of damage, and investigate which method is more sensitive and provides the most information on the effect of damage.

Original Text (This is the original text for your reference.)

A comparison of methods to evaluate mass transport in damaged mortar

The service life of reinforced concrete (RC) structures is directly influenced by the transport properties of concrete. These transport properties are adversely affected by the presence of cracks. Therefore, for accurate service life estimation of RC structures the effect of cracks on mass transport needs to be understood and quantified. To quantify the effect of cracks, different measurement methods have been developed. In this paper, we compare different mass transport measurement methods for quantifying the effect of damage, and investigate which method is more sensitive and provides the most information on the effect of damage.

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Farnam Ghasemzadeh, Reza Rashetnia, Danny Smyl, Mohammad Pour-Ghaz,.A comparison of methods to evaluate mass transport in damaged mortar. 70 (0),119-129.

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