Effects of temperature - Concrete Structures: Stresses and Deformations - page 372

Figure 10.12 Self-equilibrating stresses caused by heat of hydration of cement in a
thick concrete wall (Example 10.2): (a) assumed distribution of
temperature at any time; (b) self-equilibrating stress at age 6 days (time
at which T c max occurs); (c) self-equilibrating stress at age 50 days (time
when the temperature rise is almost lost).