Fire Resistance of Concrete Filled Steel Tubular Columns-Reference-Cited by-同舟云学术

Fire Resistance of Concrete Filled Steel Tubular Columns

Published:1998-12 Issue:1 Volume:2 Page:35-39
ISSN:1369-4332
Container-title:Advances in Structural Engineering
language:en
Short-container-title:Advances in Structural Engineering

Author:

Han Lin-Hai¹

Affiliation:

1. School of Civil Engineering. Harbin University of Civil Engineering and Architecture. Haihe Road 202. PO Box 689, Harbin 150008, P.R. China

Abstract

The Finite element method is applied for the calculation of temperature fields in concrete filled steel tubes under fire. A theoretical model that calculates the deformations and strength of a column subjected to fire and its fire resistance is described in this paper. A comparison between results calculated using this model and the results of tests shows good agreement. Based on the theoretical model, the influences of the changing strengths of the materials, diameter, steel ratio and slenderness ratio on the fire resistance are discussed.

Publisher

SAGE Publications

Subject

Building and Construction,Civil and Structural Engineering

Link

http://journals.sagepub.com/doi/pdf/10.1177/136943329800200105

Reference10 articles.

1. Falke Johannes (1993), Comparison of Simple Calculation Methods for the Fire Design of Composite Columns and Beams. Proc. of an Engineering Foundation Confer, on Steel-Concrete Composite Structures. New York, the Structural Division of the ASCE, pp. 226–241.

2. Inha Timo (1993), A Simple Method for the Structural Fire Design of Composite Structures, Proc. of an Engineering Foundation Confer, on Steel-Concrete Composite Structures. New York, the Structural Division of the ASCE, pp. 210–223.

3. Calculation of the fire resistance of steel hollow structural section columns filled with plain concrete

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