An Image-Based Finite Element Approach for Simulating Viscoelastic Response of Asphalt Mixture

Figure 6

The stress/strain-time responds of the dynamic simulation under different frequencies.

(a) Frequency = 0.1 Hz

(b) Frequency = 0.5 Hz

(c) Frequency = 1 Hz

(d) Frequency = 5 Hz

(e) Frequency = 10 Hz

(f) Frequency = 25 Hz