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The Bending Theory of Fully Nonlinear Beams [[electronic resource] /] / by Angelo Marcello Tarantino, Luca Lanzoni, Federico Oyedeji Falope



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Autore: Tarantino Angelo Marcello Visualizza persona
Titolo: The Bending Theory of Fully Nonlinear Beams [[electronic resource] /] / by Angelo Marcello Tarantino, Luca Lanzoni, Federico Oyedeji Falope Visualizza cluster
Pubblicazione: Cham : , : Springer International Publishing : , : Imprint : Springer, , 2019
Edizione: 1st ed. 2019.
Descrizione fisica: 1 online resource (95 pages)
Disciplina: 531.382
Soggetto topico: Mechanics
Mechanics, Applied
Engineering mathematics
Numerical analysis
Theoretical and Applied Mechanics
Engineering Mathematics
Numerical Analysis
Persona (resp. second.): LanzoniLuca
FalopeFederico Oyedeji
Nota di contenuto: Theoretical analysis -- Numerical and experimental analyses -- Generalization to variable bending moment.
Sommario/riassunto: This book presents the bending theory of hyperelastic beams in the context of finite elasticity. The main difficulties in addressing this issue are due to its fully nonlinear framework, which makes no assumptions regarding the size of the deformation and displacement fields. Despite the complexity of its mathematical formulation, the inflexion problem of nonlinear beams is frequently used in practice, and has numerous applications in the industrial, mechanical and civil sectors. Adopting a semi-inverse approach, the book formulates a three-dimensional kinematic model in which the longitudinal bending is accompanied by the transversal deformation of cross-sections. The results provided by the theoretical model are subsequently compared with those of numerical and experimental analyses. 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 experimental data was acquired using digital image correlation (DIC) instrumentation. These two further analyses serve to confirm the hypotheses underlying the theoretical model. In the book’s closing section, the analysis is generalized to the case of variable bending moment. 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.
Titolo autorizzato: The Bending Theory of Fully Nonlinear Beams  Visualizza cluster
ISBN: 3-030-14676-6
Formato: Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione: Inglese
Record Nr.: 9910337634903321
Lo trovi qui: Univ. Federico II
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