An analysis of bridge roller bearings was performed using Abaqus as part of a failure investigation. Finite element analyses were conducted to gain an understanding of the stresses caused during operation and explain the possible cause of failure. Models of the bearings were required to represent the contact between the roller and plates, daily movement of the load and the non-linear behaviour of the material. An important output was prediction of residual stresses along the contact area of the rollers, induced by repeated rolling as the bridge expands due to daily and seasonal temperature cycles.
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