Behavior of double and single square steel tube alloy composite subjected to bending Ahmed Saleh Alraeeini *,Ehsan Nikbakht*,Bentang Arief Budiman,Leonardo Gunawan
1- Department of Civil Engineering Universiti Teknologi Petronas
2-Institut Teknologi Bandung Siliwangi
Abstract
This study investigates the concrete filled double skin Tubular (CFDST) beam compared to concrete filled steel tubular (CFST) beam under pure bending. Normal concrete is used with the compressive strength of 35MPa and aggregate size ranging from 4.75mm-14mm. Thickness of all low alloy steel tubes are 2.3mm with outer and inner width being 100mm and 50mm, respectively. The results show that the ultimate strength of the CFDST beam was higher by 8.2% compared to the corresponding CFST beam. Furthermore, the energy absorption, ductility index, and initial flexural stiffness of CFDST beam were 38.6%, 38.3%, and 19.02%, respectively, higher than the corresponding CFST beams. Moreover, the results indicate that the aggregate size ranged from 4.75-14 mm used in this study is suitable for both CFST and CFSDT elements.
