Residual Compressive Strength of High-Strength Concrete Exposed to Elevated Temperatures

Figure 3

Normalized concrete strength as functions of exposure temperature and (a) type of coarse aggregate, (b) aggregate-to-binder ratio, (c) water-to-binder ratio, (d) heating rate, and (e) concrete strength at room temperature.

(a)

(b)

(c)

(d)

(e)