Local buckling and flexural-torsional buckling with regard to residual stresses
The complex of strain-hardening of structural steel, residual stresses caused by technology, interaction of plate and lateral-torsional buckling significantly affects the stability conditions of beam-columns. Theoretical results, obtained by the energy method relying on the theory of plastic deforma...
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| Veröffentlicht in: | Journal of constructional steel research 1992, Vol.21 (1), p.205-226 |
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| Hauptverfasser: | , |
| Format: | Artikel |
| Sprache: | eng |
| Online-Zugang: | Volltext |
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| Zusammenfassung: | The complex of strain-hardening of structural steel, residual stresses caused by technology, interaction of plate and lateral-torsional buckling significantly affects the stability conditions of beam-columns. Theoretical results, obtained by the energy method relying on the theory of plastic deformation, are compared with test results. |
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| ISSN: | 0143-974X 1873-5983 |
| DOI: | 10.1016/0143-974X(92)90028-D |