Experimental investigations of eccentrically hollow concrete-filled circular stainless steel tubular members under compression

Abstract

Abstract In this article behaviour of eccentrically hollow concrete-filled circular stainless steel tubular members under compression is investigated, when load is applied eccentrically, and existing methods for determination of resistance of eccentrically hollow concrete-filled circular stainless steel tubular members are compared. Appliance of the hollow concrete-filled circular steel tubular members is introduced. Experimental data of eccentrically hollow concrete-filled circular stainless steel tubular members under compression and its analysis are presented. Comparison of experimental results versus theoretical is under discussion.