Refined Vehicle-Bridge Interaction Analysis Using Incompatible Solid Finite Element for Evaluating Stresses and Impact Factors

<div>Bending stress distribution (a) at the top line of mid-span cross-section at <i>t</i> = 0.9 s and (b) in the web plates (from G1 [top] to G3 [bottom]) at <i>t</i> = 1.8 s.</div>

Advances in Civil Engineering

fig11

Figure 11

Figure 11: Refined Vehicle-Bridge Interaction Analysis Using Incompatible Solid Finite Element for Evaluating Stresses and Impact Factors 