Impact Behavior of a Laterally Loaded Guardrail Post near Slopes by Hybrid SPH Model

<div>von Mises stress pattern of soil with respect to load increment by the hybrid SPH model. (a) <i>F</i> = 20 kN. (b) <i>F</i> = 30 kN. (c) <i>F</i> = 40 kN.</div>

Advances in Civil Engineering

fig12

Figure 12

Figure 12: Impact Behavior of a Laterally Loaded Guardrail Post near Slopes by Hybrid SPH Model 