A direct model coarsely describing warping, endowed with nonlinear constitutive relations, yields field equations for open thin-walled beams. They are numerically integrated by an in-house numerical code, providing non-trivial equilibria and examining their stability. We investigate warping effects on critical loads and natural frequencies for generic cross-sections, affected by constitutive couplings (bending/torsion/warping), and we give a hint on validating experiments.
Warping effects on the stability of non-trivial equilibria for thin-walled beams / Brunetti, Matteo; Lofrano, Egidio; Paolone, Achille; Ruta, Giuseppe. - STAMPA. - (2014). (Intervento presentato al convegno Conference on Computational Structures Technology tenutosi a Napoli, Italy nel 2/9-5/9 2014) [10.4203/ccp.106.154].
Warping effects on the stability of non-trivial equilibria for thin-walled beams
BRUNETTI, MATTEO;LOFRANO, EGIDIO;PAOLONE, ACHILLE;RUTA, Giuseppe
2014
Abstract
A direct model coarsely describing warping, endowed with nonlinear constitutive relations, yields field equations for open thin-walled beams. They are numerically integrated by an in-house numerical code, providing non-trivial equilibria and examining their stability. We investigate warping effects on critical loads and natural frequencies for generic cross-sections, affected by constitutive couplings (bending/torsion/warping), and we give a hint on validating experiments.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
