Article
Cao Dafu, Fu Lizhi, Yang Zhongwei, Qin Xiaochuan
Relationships between relative dynamic elasticity modulus and concrete mechanical properties of peak tensile stress, peak compressive stress, peak tensile strain, peak compressive strain, ultimate compressive strain and initial tensile elastic modulus were investigated after freezethaw cycles. Samples of C20, C30, C40 and C50, undergone 0, 25, 50, 75, 100 and 125 freezethaw cycles, were subjected to uniaxial tensile experiments. Samples of C20, undergone 0, 25, 50 and 75 freezethaw cycles, were subjected to compressive experiments. Based on the test results, calculation formulas were obtained by regression. The results show that as relative dynamic elasticity modulus reduces, peak tensile stress, peak compressive stress and peak tensile strain decrease gradually, while peak compressive strain and ultimate compressive strain increase gradually.