Axial load capacity of circular steel tube columns filled with high strength concrete

This study examines the axial load capacity of circular Concrete Filled Steel Tube columns using High Strength Concrete (CFST-HSC). Emphasis is drawn to the enhanced axial capacity of short columns attributed to the lateral confinement of the concrete infill provided by the steel encasement. The degree of confinement has been found to be dependent on several geometric and mechanical parameters. At present, significant discrepancies exist with respect to quantifying the effective strength confined concrete. Existing design models and codes are predominantly derived from the characteristics of normal strength concrete and therefore may be inappropriate concrete filled steel columns utilising High Strength Concrete (HSC). An extensive experimental program was initiated to examine the axial capacity of CFST-HSC columns. The results of 62 concentrically loaded scale model columns filled with High Strength Concrete (46-100 MPa) are presented. The principal experimental parameters were concrete and steel strengths, tube diameter to wall thickness ratio, column slenderness ratio. The columns tested were classified as short thin walled sections and were tested as isolated column elements under short term loading. The results are compared with the predictions of several existing design procedures and recommendations are proposed.

Name dc:type.qualificationname

other

Level dc:type.qualificationlevel

rmaster

Grantor dc:publisher.institution

Victoria University of Technology

Year dc:date.issued

1994

Author dc:creator

• Clark, W. S

• 0905 Civil Engineering
• 1204 Engineering Design
• School of Engineering and Science

Language dc:language

en