Coupled CFD-FEM Simulation of Steel Box Bridge Exposed to Fire

<div>Stress distribution of S-type diaphragms at failure: (a) diaphragm 1.25 m from bridge centerline and (b) diaphragm 6.25 m from bridge centerline (unit: MPa).</div>

Advances in Civil Engineering

fig12

Figure 12

Figure 12: Coupled CFD-FEM Simulation of Steel Box Bridge Exposed to Fire 