DOIONLINE

DOIONLINE NO - IJAMCE-IRAJ-DOIONLNE-10332

Publish In
International Journal of Advances in Mechanical and Civil Engineering (IJAMCE)-IJAMCE
Journal Home
Volume Issue
Issue
Volume-4,Issue-6  ( Dec, 2017 )
Paper Title
Interaction Curves for Concrete Filled Square Steel Tube Columns Under Axial Compression and uniaxial Bending
Author Name
Samoel Mahdi Saleh, Fareed H. Majeed, Haleem K. Hussain, Ayman A. Hassan
Affilition
Civil Engineering Department, College of Engineering, University of Basrah, Basrah, Iraq
Pages
36-41
Abstract
The Eurocode 4 simplified method for design of composite columns was adopted in the present work to developed the axial compression – uniaxial bending interaction curves for twelve different sections of concrete filled square steel tube columns, which are the most common used in constructions. Different material properties were considered in these interaction curves to cover a large range of options for use in practical situations. The effect of steel reinforcement was neglected for all cases that considered and therefore the constructed interaction curves are on the safe side. It was observed that the CFST column section resistance for compression can be increased significantly with the increase of concrete strength, whereas, the increase of the steel strength developed overall increase in the resistance of the CFST column sections to the applied combination of axial compression and uniaxial bending. Keywords - CFST, Interaction Curves, Eurocode4, Composite Columns.v
  View Paper