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- A Two-Step Perturbation Method in Nonlinear Analysis of Beams, Plates and Shells
A Two-Step Perturbation Method in Nonlinear Analysis of Beams, Plates and Shells
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The capability to predict the nonlinear response of beams, plates and shells when subjected to thermal and mechanical loads is of prime interest to structural analysis. In fact, many structures are subjected to high load levels that may result in nonlinear load-deflection relationships due to large deformations.
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