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Plastic shrinkage cracks can be caused by many factors. Some of them are the following:
Rheological properties of cement-based materials [23]
Drying shrinkage cracks caused by the release of water from the cement paste matrix [24]
Hot and cold cycles of concrete [25]
Chemical and water absorption
Using water-reducing admixtures
High temperature and humidity
Rainwater penetration
Cracking of reinforcing steel bars
Contamination of concrete
Vibration during placement
Thermal stress
Contamination during concreting
Micro-cracks caused by the stress concentration at the bar ends
Micro-cracks caused by shrinkage
Plastic shrinkage is a function of environmental conditions and concrete mix properties. For example, the concrete mix should not be exposed to high temperatures or humidity or the process of curing should not be carried out at high temperatures. The water-reducing admixture is another critical factor for plastic shrinkage cracking. When concrete mix is exposed to high-temperature conditions, the action of water-reducing admixture is accelerated, increasing the evaporation rate of the water. This in turn reduces the water content of concrete, increasing the concrete shrinkage [27]. Plastic shrinkage cracking is common at the early age of concrete because of the curing process. Plastic shrinkage cracks are formed when the concrete is exposed to high-temperature and humidity conditions [21]. When concrete is exposed to high temperature and humidity, the cement paste matrix expands and the concrete is stressed. This stress causes the cement paste to crack, which is called thermal cracking. This type of cracking can be prevented by pouring the concrete in cool weather [28].
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