Effect of temperature and moisture on the instantaneous behaviour of concrete

The fracture energy is the same at 30 and 90 °C and decreases with Sw between 36 and 100%. The modulus of elasticity decreases with temperature between 30 and 90 °C, decreases with Sw between 36 and 55% and increases between 72 and 100%. The tensile strength decreases with temperature between 30 and 90 °C and increases with Sw between 36 and 100%