Experimental investigations of eccentrically hollow concrete-filled circular stainless steel tubular members under compression
Data
2009Autorius
Kuranovas, Artiomas
Gurkšnys, Kęstutis
Šaučiuvėnas, Gintas
Šapalas, Antanas
Kvedaras, Audronis Kazimieras
Metaduomenys
Rodyti detalų aprašąSantrauka
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.