Abstract: Eighteen mild steel cylinders with the lengthtoradius ratio, L/R ≈ 2.4 and with the radiustowall thickness ratio, R/t ≈ 185 were collapsed by axial compression. Cylinders had variable length at one end of ...

Abstract: This review aims to complement a milestone monograph by Singer et al. (2002, Buckling Experiments—Experimental Methods in Buckling of ThinWalled Structures, Wiley, New York). Practical aspects of load bearing capacity ...

Abstract: The paper provides details about tests on six steel cones. Test models were machined from 250 mm diameter billet. All cones had substantial and integral top and bottom flanges in order to secure well defined boundary ...