A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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 (author) / Hegedüs, László (author)
Journal of Constructional Steel Research ; 21 ; 205-226
1992-01-01
22 pages
Article (Journal)
Electronic Resource
English
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