Get 20M+ Full-Text Papers For Less Than $1.50/day. Start a 14-Day Trial for You or Your Team.

Learn More →

Behaviour of Axially Loaded Concrete Filled Stainless Steel Elliptical Stub Columns

Behaviour of Axially Loaded Concrete Filled Stainless Steel Elliptical Stub Columns This paper presents the details of an experimental investigation on the behaviour of axially loaded concrete-filled stainless steel elliptical hollow sections. The experimental investigation was conducted using normal and high strength concrete of 30 and 100 MPa. The current study is based on stub column tests and is therefore limited to cross-section capacity. Based on the equations proposed by the authors on concrete-filled stainless steel circular columns, a new set of equations for the stainless steel concrete-filled elliptical hollow sections were proposed. From the limited data currently available, the equation provides an accurate and consistent prediction of the axial capacity of the composite concrete-filled stainless steel elliptical hollow sections. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Advances in Structural Engineering SAGE

Behaviour of Axially Loaded Concrete Filled Stainless Steel Elliptical Stub Columns

Advances in Structural Engineering , Volume 13 (3): 8 – Jun 1, 2010

Loading next page...
 
/lp/sage/behaviour-of-axially-loaded-concrete-filled-stainless-steel-elliptical-15YHpVIpK3
Publisher
SAGE
Copyright
© 2010 SAGE Publications
ISSN
1369-4332
eISSN
2048-4011
DOI
10.1260/1369-4332.13.3.493
Publisher site
See Article on Publisher Site

Abstract

This paper presents the details of an experimental investigation on the behaviour of axially loaded concrete-filled stainless steel elliptical hollow sections. The experimental investigation was conducted using normal and high strength concrete of 30 and 100 MPa. The current study is based on stub column tests and is therefore limited to cross-section capacity. Based on the equations proposed by the authors on concrete-filled stainless steel circular columns, a new set of equations for the stainless steel concrete-filled elliptical hollow sections were proposed. From the limited data currently available, the equation provides an accurate and consistent prediction of the axial capacity of the composite concrete-filled stainless steel elliptical hollow sections.

Journal

Advances in Structural EngineeringSAGE

Published: Jun 1, 2010

There are no references for this article.