Lateral-torsional Buckling of Web-tapered I-Beams. 1D and 3D FEM Approach
| Autor(en): |
M. Kováč
|
|---|---|
| Medium: | Fachartikel |
| Sprache(n): | Englisch |
| Veröffentlicht in: | Procedia Engineering, 2012, v. 40 |
| Tagung: | Steel Structures and Bridges 2012 |
| Seite(n): | 217-222 |
| DOI: | 10.1016/j.proeng.2012.07.083 |
| Abstrakt: | This paper deals with lateral-torsional buckling of web-tapered I-beams with doubly symmetric cross-section. A governing system of two differential equations for lateral-torsional buckling of prismatic beams (developed by Vlasov) has been modified for the case of web-tapered I-beams. At first, there was used a simplification of considering small angle between a flange axis and a beam axis (as used by some authors), and afterwards this simplification was not used. A Rayleigh-Ritz variant from the weighted-residual methods was chosen to solve obtained differential equations. To validation of the equations and their solutions a parametric study of results with various other programs based on 1D beam approach (LTBeam, Eta_KI, RF FE LTB) was done. Then, the results from 1D beam based programs were compared to the ones from ANSYS using the 3D shell-element approach. Because of the assumption used in the beam model, namely rigidity of a cross-section in its plane, inclusion of special diaphragms was chosen to reduce a local and distortional buckling occurrence in global lateral-torsional buckling modes. |
| Stichwörter: |
3D-Biegedrillknicken
|
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04.12.2017 - Geändert am:
13.02.2020
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