A rather straightforward derivation of the Γ-limit of the torsion problem as the thickness goes to zero is obtained for generic thin walled beams. The limit stresses are evaluated and the distributional nature of one of the stress components is clarified. © 2008 Springer Science+Business Media B.V.
An asymptotic approach to the torsion problem in thin walled beams
Paroni, Roberto;
2008-01-01
Abstract
A rather straightforward derivation of the Γ-limit of the torsion problem as the thickness goes to zero is obtained for generic thin walled beams. The limit stresses are evaluated and the distributional nature of one of the stress components is clarified. © 2008 Springer Science+Business Media B.V.File in questo prodotto:
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