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Local buckling and flexural-torsional buckling with regard to residual stresses
AbstractThe 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.
Local buckling and flexural-torsional buckling with regard to residual stresses
AbstractThe 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.
Local buckling and flexural-torsional buckling with regard to residual stresses
Iványi, Miklós (Autor:in) / Hegedüs, László (Autor:in)
Journal of Constructional Steel Research ; 21 ; 205-226
01.01.1992
22 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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