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in addition to volume changes, temperature changes can create conditions that are detrimental to the strength of concrete. the increase in temperature can cause the viscosity of concrete to increase, as well as a corresponding decrease in its tensile strength. as a result, the tensile stresses increase, causing the volume of the concrete to shrink. this phenomena is termed thermal cracking. (iacsca 1999). the increase in temperature also causes the hydration products to move from the outermost surface of the concrete to the center. this movement of the hydration products and the increase in the amount of hydration products causes more of the aggregate to be exposed and to become loose in the inner layers of the concrete, increasing the concrete’s permeability. as more water is consumed, more liquid is made and more heat is released. as a result, the temperature of the core of the concrete is greater than that of the exterior. this internal temperature differential causes tensile stresses in the concrete. because the internal temperature is greater than that of the exterior, this causes the volume of the concrete to shrink.
as the concrete cures, the thermal stresses caused by the heat of hydration and the volume changes caused by the above processes are the principal causes of shrinkage cracking. the effects of concrete shrinkage are manifested in three ways. first, the uniformity of the structure becomes compromised. second, the concrete shrinks, causing the surface of the concrete to move. this phenomenon is termed surface cracking. third, the contraction and the swelling of the concrete in the presence of moisture cause tensile and shear stresses in the concrete, which cause cracking. this process is termed creep. this category of cracking is the most difficult to detect. during the curing process, the concrete continues to contract until its volume is at a minimum. this contraction is highly localized, and the contraction is concentrated in the core of the concrete. as the concrete cures and becomes harder, the contraction is more even and the cracks are wider and more likely to be in the core of the concrete. (aci 22r-01 2002)
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