INTERACTION BETWEEN PLATE AND LATERAL-TORSIONAL BUCKLING WITH REGARD TO RESIDUAL STRESSES
Abstract
The complex of strain hardening of steel, occurring residual stresses, interaction of plate and member buckling significantly affects the stability condition of beam-columns. Theoretical results obtained by the energy method relying on the theory of plastic deformation match test results.
How to Cite
Hegedűs, L., Hegedűs, L., Iványi, M., Iványi, M. “INTERACTION BETWEEN PLATE AND LATERAL-TORSIONAL BUCKLING WITH REGARD TO RESIDUAL STRESSES”, Periodica Polytechnica Civil Engineering, 29(3-4), pp. 209–224, 1985.
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Research Article