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A numerical investigation on the fire response of a steel girder bridge

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Figure

Figure 1. Typical simply supported steel girder bridge (approaches to the Verazzano  Narrows Bridge, USA): (a) general view, (b) detail of the bearings
Figure 2. Half section of the prototype bridge near the bearing support. Reinforced concrete slab 0.20 m depthDiaphragm (C 15x50)Main girder (W 33x141)  Stiffener (16 mm thickness) Parapet2.59 m 2.59 m1.30 m
Figure 3. A comparison of three different fire curves: hydrocarbon fire, standard fire  and Stoddard’s fire
Figure 4. Views of the Finite Element models. The FE model contains only half of  the bridge
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