Experimental investigations of eccentrically hollow concrete-filled circular stainless steel tubular members under compression
Date
2009Author
Kuranovas, Artiomas
Gurkšnys, Kęstutis
Šaučiuvėnas, Gintas
Šapalas, Antanas
Kvedaras, Audronis Kazimieras
Metadata
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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.