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Elastomeric Pot Bearings (EPBs) are High Load Multi-Rotational bearings developed in
Europe in the early 19605 to support a bridge superstructure while transmitting large
force demands to the supporting piers and abutments, and accommodating rotation
about any horizontal axis as a function of the applied loads. EPBs have usually been
designed according to a mix of empirical and theoretical procedures. Very often, the
rationale behind some of these design rules is unclear and should be evidenced to
assure that the design still meets current engineering practice. The main objective of this
research project is to investigate and understand the structural behaviour of EPBs using
advanced numerical modeling techniques. A numerical procedure will be developed for
the design of optimized dimensions of EPBs, while satisfying the requirements of current
state of practice in Canada and Quebec. The results obtained will be thoroughly
examined to identify the influence of important design parameters and to
Najlb Bouaanani
Canam Bâtiments et Structures Inc
Engineering
École Polytechnique de Montréal
Accelerate
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