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The numerical analysis is based on the finite element method (FEM), whereas a test equipment prototype was designed and fabricated for the experimental analysis. The governing equations then take the form of a coupled system of three equations in integral form, which can be applied to a very wide class of equilibrium problems for nonlinear beams.
Angelo Marcello Tarantino is full professor of Structural Engineering at the University of Modena and Reggio Emilia, Italy. Expert in theory of elasticity and structural engineering, he is author of textbooks and 100 scientific publications, of which 75 published in international journals, mainly as single author. He has carried out studies and research activities in France, England, United States, Switzerland and China. He is scientific responsible of several research projects.
Theoretical analysis.- Numerical and experimental analyses.- Generalization to variable bending moment.