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EnglishIn this paper a geometrically nonlinear model for studying the lateral global buckling problem of a generic thin-walled composite beams is presented. The model is based on a full second-order deformable beam theory and accounts for axial, flexural, shear, torsional and warping displacements as well as web/flange distortional ways of deformation. Governing nonlinear equations are derived from the Principle of Virtual Displacements. The first numerical results for thin-walled open GFRP profiles under flexural/torsional loads are presented.
| Titolo: | A mechanical innovative approach for studying the buckling behavior of composite beams | |
| Autori: | ||
| Data di pubblicazione: | 2014 | |
| Rivista: | ||
| Abstract: | In this paper a geometrically nonlinear model for studying the lateral global buckling problem of a generic thin-walled composite beams is presented. The model is based on a full second-order deformable beam theory and accounts for axial, flexural, shear, torsional and warping displacements as well as web/flange distortional ways of deformation. Governing nonlinear equations are derived from the Principle of Virtual Displacements. The first numerical results for thin-walled open GFRP profiles under flexural/torsional loads are presented. | |
| Handle: | http://hdl.handle.net/11386/4646348 | |
| Appare nelle tipologie: | 1.1.2 Articolo su rivista con ISSN |
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