Journal
CEMENT AND CONCRETE RESEARCH
Volume 144, Issue -, Pages -Publisher
PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.cemconres.2021.106406
Keywords
Thermodynamic calculations; Degradation; Finite element analysis; Long-term performance; Combined attack
Funding
- Australian Research Council [IH150100006]
- Australian Government
- Australian Research Council [IH150100006] Funding Source: Australian Research Council
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This paper explores the competitive antagonism effect of the combined chloride-sulfate attack on concrete using a chemo-physical-mechanical method and thermodynamic modeling. Numerical modeling of reported tests demonstrates the effectiveness of the method in interpreting opposing experimental outcomes, while a novel assessment criterion is proposed and supported through a carefully designed illustrative example. Unique findings and implications for future engineering practices are revealed through numerical exploration.
It is of tremendous difficulty to draw a conclusive verdict on the complex process of mutual interference regarding the combined chloride-sulfate attack on concrete, where many have explored the topic, but contradicting results have been reported. In this paper, by taking advantages of the chemo-physical-mechanical method, based on the robust technique of thermodynamic modelling, the competitive antagonism effect in combined chloride-sulfate attack is investigated. Firstly, a range of reported tests are numerically modelled to demonstrate the effectiveness of the employed method in interpreting those opposing and diverse experimental outcomes. More importantly, a fresh conjecture incorporating a novel assessment criterion for the competitive antagonism effect is proposed and supported through a carefully designed illustrative example. Based on the numerical exploration, unique findings and implications for future engineering practices are revealed.
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