Method of Calculating Life-Cycle Fatigue Damage of Orthotropic Steel Bridge Decks under the Combined Actions of Vehicle Loads and Pavement Temperature

<div>The scattered diagrams of <i>S</i><sub>eq</sub>: (a) the rib-to-deck joint and (b) the rib-to-rib joint.</div>

Shock and Vibration

fig11

Figure 11

Figure 11: Method of Calculating Life-Cycle Fatigue Damage of Orthotropic Steel Bridge Decks under the Combined Actions of Vehicle Loads and Pavement Temperature 

Figure 11 | Method of Calculating Life-Cycle Fatigue Damage of Orthotropic Steel Bridge Decks under the Combined Actions of Vehicle Loads and Pavement Temperature 