Geometrically Non-linear Vibrations of Timoshenko Damaged Beams Using the New p-Version of Finite Element Method
Chapter 7 presents geometrically nonlinear forced vibrations of damaged Timoshenko beams. In the study it is developed new p-version of finite element method for damaged beams. The advantage of the new method is compared with the traditional p-version of finite element method and provides better approximations of solutions with a small number of degrees of freedom used in numerical analysis.
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