Evaluation of zero-stress temperature and cracking temperature of high performance concrete at early ages

Assessing the risk of cracking of high performance concrete induced by restrained volume changes from early ages is of considerable significance. To estimate and control such cracking risk of high performance concrete, two characteristic temperatures, namely zero-stress temperature (T-z) and cracking temperature (T-x) are crucial. In this study, the two temperatures are investigated in-depth by both theoretical analysis and experimental studies. For predicting the evolutions of T-z and T-x from early ages, rigorous yet practical models are proposed, which crucially take the visco-elastic behaviour of concrete into account. The reliability and predictive capability of the proposed models are demonstrated through a series of comparisons between the predicted and the measured results. Based on the predicted T-z and T-x profiles, practical thermal control criteria for preventing concrete from cracking caused by restrained strain are put forward. In principle, the actual temperature (T) of concrete should be kept higher than both T-z and T-x to properly maintain the stress induced by restrained strain in compression at early ages. If T becomes lower than T-z and reduces continuously, the lower the value of T, the higher the risk of cracking of concrete induced by restrained strain. As a consequence, once the value of T reaches or becomes lower than T-x, cracking is highly likely to occur. For a given actual temperature condition, lowering T-z and T-x can mitigate the risk of the cracking of concrete. Finally, effective measures for such lowering of T-z and T-x are also proposed.

Automated summary

Assessing the risk of cracking in high performance concrete is important. This study investigates the zero-stress temperature (T-z) and cracking temperature (T-x) through theoretical analysis and experiments, proposing practical models that consider the visco-elastic behavior of concrete. The reliability and predictive capability of the models are demonstrated through comparisons between predicted and measured results. Practical thermal control criteria for preventing concrete cracking are put forward based on the predicted T-z and T-x profiles.