An analysis of the structural behaviour of axially loaded full-scale cold-formed thin-walled steel structural panels tested under fire conditions

M. Feng; Y. C. Wang

doi:10.1016/j.tws.2004.07.008

An analysis of the structural behaviour of axially loaded full-scale cold-formed thin-walled steel structural panels tested under fire conditions

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Abstract

A study, aimed at predicting lateral deflections and failure times of six full-scale cold-formed thin-walled steel structural panels, tested under in-plane loads and exposed to fire attack on one side, was presented. The effects of thermal blowing deflection were investigated. The advantages of using either ENV 1993-1-2 or a modified version of ENV 1993-1-3 to perform design calculations for axially loaded steel studs under non-uniform temperature distributions were also analyzed. The need to consider the effect of shift of neutral axis in both principal directions and cross section of steel studs at elevated temperatures was analyzed.

Original language	English
Pages (from-to)	291-332
Number of pages	41
Journal	Thin-Walled Structures
Volume	43
Issue number	2
DOIs	https://doi.org/10.1016/j.tws.2004.07.008
Publication status	Published - Feb 2005

Keywords

Effective width
Fire resistance
First yield occurrence
Partial plasticity
Shift of neutral axis
Structural panels
Thermal bowing
Thin-wall steel

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10.1016/j.tws.2004.07.008

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title = "An analysis of the structural behaviour of axially loaded full-scale cold-formed thin-walled steel structural panels tested under fire conditions",

abstract = "A study, aimed at predicting lateral deflections and failure times of six full-scale cold-formed thin-walled steel structural panels, tested under in-plane loads and exposed to fire attack on one side, was presented. The effects of thermal blowing deflection were investigated. The advantages of using either ENV 1993-1-2 or a modified version of ENV 1993-1-3 to perform design calculations for axially loaded steel studs under non-uniform temperature distributions were also analyzed. The need to consider the effect of shift of neutral axis in both principal directions and cross section of steel studs at elevated temperatures was analyzed.",

keywords = "Effective width, Fire resistance, First yield occurrence, Partial plasticity, Shift of neutral axis, Structural panels, Thermal bowing, Thin-wall steel",

author = "M. Feng and Wang, {Y. C.}",

year = "2005",

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doi = "10.1016/j.tws.2004.07.008",

language = "English",

volume = "43",

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journal = "Thin-Walled Structures",

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T1 - An analysis of the structural behaviour of axially loaded full-scale cold-formed thin-walled steel structural panels tested under fire conditions

AU - Feng, M.

AU - Wang, Y. C.

PY - 2005/2

Y1 - 2005/2

N2 - A study, aimed at predicting lateral deflections and failure times of six full-scale cold-formed thin-walled steel structural panels, tested under in-plane loads and exposed to fire attack on one side, was presented. The effects of thermal blowing deflection were investigated. The advantages of using either ENV 1993-1-2 or a modified version of ENV 1993-1-3 to perform design calculations for axially loaded steel studs under non-uniform temperature distributions were also analyzed. The need to consider the effect of shift of neutral axis in both principal directions and cross section of steel studs at elevated temperatures was analyzed.

AB - A study, aimed at predicting lateral deflections and failure times of six full-scale cold-formed thin-walled steel structural panels, tested under in-plane loads and exposed to fire attack on one side, was presented. The effects of thermal blowing deflection were investigated. The advantages of using either ENV 1993-1-2 or a modified version of ENV 1993-1-3 to perform design calculations for axially loaded steel studs under non-uniform temperature distributions were also analyzed. The need to consider the effect of shift of neutral axis in both principal directions and cross section of steel studs at elevated temperatures was analyzed.

KW - Effective width

KW - Fire resistance

KW - First yield occurrence

KW - Partial plasticity

KW - Shift of neutral axis

KW - Structural panels

KW - Thermal bowing

KW - Thin-wall steel

U2 - 10.1016/j.tws.2004.07.008

DO - 10.1016/j.tws.2004.07.008

M3 - Article

SN - 1879-3223

VL - 43

SP - 291

EP - 332

JO - Thin-Walled Structures

JF - Thin-Walled Structures

IS - 2

ER -

An analysis of the structural behaviour of axially loaded full-scale cold-formed thin-walled steel structural panels tested under fire conditions

Abstract

Keywords

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