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This, however, is not the case when deformable bodies are considered.
In this contact analysis method, the concrete face slab and dam body were regarded as two independent deformable bodies, and the contact interface was treated using contact mechanics [13].
Beginning with a discussion of fundamental equations of continuous deformable bodies, the work explores the Euler-Bernoulli and Timoshenko theories, Carrera Unified Formulation, CUF beam FE models, Shell capabilities of refined beam theories and multi-model beam theory and the Arlequin method, Chapters include numerous illustrations and technical drawings.