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Article type: Research Article
Authors: Scardia, Lucia
Affiliations: S.I.S.S.A., Via Beirut 2-4, 34014, Trieste, Italy E-mail: [email protected]
Abstract: The problem of the rigorous derivation of one-dimensional models for nonlinearly elastic curved beams is studied in a variational setting. Considering different scalings of the three-dimensional energy and passing to the limit as the diameter of the beam goes to zero, a nonlinear model for strings and a bending–torsion theory for rods are deduced.
Keywords: dimension reduction, curved beams, nonlinear elasticity
Journal: Asymptotic Analysis, vol. 47, no. 3-4, pp. 317-343, 2006
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