000022922 001__ 22922
000022922 005__ 20220110134533.0
000022922 04107 $$aeng
000022922 046__ $$k2018-05-14
000022922 100__ $$aŽidlický, B.
000022922 24500 $$aSHS and RHS stainless steel slender beam-columns

000022922 24630 $$n24.$$pEngineering Mechanics 2018
000022922 260__ $$bInstitute of Theoretical and Applied Mechanics of the Cech Academy of Sciences, Prague
000022922 506__ $$arestricted
000022922 520__ $$2eng$$a Presented research shows behavior of square hollow section (SHS) and rectangular hollow section (RHS) stainless steel slender members loaded by axial compressive force and bending moment. Numerical parametric study in software Abaqus was conducted. Numerical model validation was made based on the 4 conducted experiments. Results provided by study were compared to the existing design procedures and served as a background for the new interaction factor formulae development. The investigated parameters are mainly the column slenderness, cross-section slenderness, material properties and ratio between the applied axial compressive force and buckling resistance. The new developed design approach is presented in this paper and compared with numerical parametric study results. The comparison shows that the new procedure provides accurate and safe results for all investigated parameters.

000022922 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000022922 653__ $$astainless steel, slender member, beam-column, interaction factor

000022922 7112_ $$aEngineering Mechanics 2018$$cSvratka, CZ$$d2018-05-14 / 2018-05-17$$gEM2018
000022922 720__ $$aŽidlický, B.$$iJandera, M.
000022922 8560_ $$ffischerc@itam.cas.cz
000022922 8564_ $$s243790$$uhttps://invenio.itam.cas.cz/record/22922/files/957.pdf$$yOriginal version of the author's contribution in proceedings, page , section SOL.
000022922 962__ $$r21225
000022922 980__ $$aPAPER