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Experimental analysis of local instability of cross-sections made of high strength steel
Beg, Darko, 1954-2014 ; Hladnik, Leon
Experimental analysis of local stability of welded I cross-sections loaded in bending and made of high strength steel, acompanied by nonlinear numerical analysis, was carried out in order to ...establish more accurate limit between Class 3 and Class 4 cross-sections. Twenty laterally supported test beams were loaded up to collapse. Cross-sections with different flange and web slenderness were used. Finally the analytical expression for the slenderness limit between Class 3 and Class 4 cross-sections was derived, following the method proposed by Kato and taking into account the werb to flange interaction
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