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Simple Mechanical Model of Curved Beams by a 3D Approach
Authors:Stefano Lenci  Francesco Clementi
Affiliation:1Dipartimento di Architettura, Costruzioni e Strutture, Università Politecnica delle Marche, via Brecce Bianche, I-60131 Ancona, Italy. E-mail: lenci@univpm.it
2Dipartimento di Architettura, Costruzioni e Strutture, Università Politecnica delle Marche, via Brecce Bianche, I-60131 Ancona, Italy. E-mail: francesco.clementi@univpm.it
Abstract:Starting from three-dimensional (3D) continuum mechanics, a simple one-dimensional model aimed at analyzing the whole static behavior of nonhomogeneous curved beams is proposed. The kinematics is described by four one-dimensional (unknown) functions representing radial, tangential, and out-of-plane displacements of the beam axis, which are due to flexures and extension, and the twist of the cross section due to torsion. The flexural and axial displacements fit with the classical Euler–Bernoulli beam theory of straight beams, and nonuniform torsion is also considered. The relevant elastogeometric parameters have been determined, and the system of governing equilibrium equations is obtained by means of the principle of minimum potential energy. Finally, the general theory is illustrated with examples.
Keywords:Curved beams  Three-dimensional analysis  Mechanical properties  
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