scholarly journals Experimental behaviour of stainless steel cellular beam in fire

ce/papers ◽  
2019 ◽  
Vol 3 (3-4) ◽  
pp. 901-906
Author(s):  
Mikko Malaska ◽  
Katherine Cashell ◽  
Mika Alanen ◽  
Kristo Mela ◽  
Sheida Afshan
Keyword(s):  
Stainless Steel ◽  
In Fire ◽  
Experimental Behaviour

Influence of liquid accelerant on scaling behavior of stainless steel in fire: An experimental study

2019 ◽  
Vol 43 (7) ◽  
pp. 831-838
Author(s):  
Dongbai Xie ◽  
Wen Wang ◽  
Shuwang Duo
Keyword(s):  
Experimental Study ◽  
Stainless Steel ◽  
Scaling Behavior ◽  
In Fire

A design model for stainless steel box columns in fire

2008 ◽  
Vol 64 (11) ◽  
pp. 1294-1301 ◽  
Author(s):  
B. Uppfeldt ◽  
T. Ala Outinen ◽  
M. Veljkovic
Keyword(s):  
Stainless Steel ◽  
Design Model ◽  
In Fire ◽  
Box Columns

Experimental investigation on ferritic stainless steel columns in fire

2013 ◽  
Vol 62 ◽  
pp. 238-248 ◽  
Author(s):  
Nicola Tondini ◽  
Barbara Rossi ◽  
Jean-Marc Franssen
Keyword(s):  
Experimental Investigation ◽  
Stainless Steel ◽  
Ferritic Stainless Steel ◽  
Steel Columns ◽  
In Fire

scholarly journals Behaviour and design of stainless steel I-section columns in fire

2020 ◽  
Vol 165 ◽  
pp. 105890 ◽  
Author(s):  
Merih Kucukler ◽  
Zhe Xing ◽  
Leroy Gardner
Keyword(s):  
Stainless Steel ◽  
In Fire

Experimental investigation of eccentrically compressed stainless steel columns with constraints in fire

2018 ◽  
Vol 99 ◽  
pp. 49-62 ◽  
Author(s):  
Shenggang Fan ◽  
Meijing Liu ◽  
Wenjun Sun ◽  
Yang Guo ◽  
Yun Long Han
Keyword(s):  
Experimental Investigation ◽  
Stainless Steel ◽  
Steel Columns ◽  
In Fire

scholarly journals Local buckling of stainless steel plates in fire

2020 ◽  
Vol 148 ◽  
pp. 106570 ◽  
Author(s):  
Zhe Xing ◽  
Merih Kucukler ◽  
Leroy Gardner
Keyword(s):  
Stainless Steel ◽  
Local Buckling ◽  
Steel Plates ◽  
In Fire

scholarly journals Stability of Stainless Steel I-Section Beam-Columns at Elevated Temperatures

2020 ◽  
pp. 2150037
Author(s):  
Merih Kucukler ◽  
Zhe Xing ◽  
Leroy Gardner
Keyword(s):  
Stainless Steel ◽  
Elevated Temperatures ◽  
Steel Beam ◽  
Design Rules ◽  
Beam Columns ◽  
Parametric Studies ◽  
In Fire ◽  
Improved Accuracy ◽  
Rules Set ◽  
Fire Design

With the growing use of stainless steel in the construction and offshore industries, there is an increasing interest and need to study the performance of stainless structures at elevated temperatures. The behavior and design of stainless steel I-section beam-columns in fire is investigated in this paper, addressing a scarcity of previous research on this topic. Finite element (FE) models of stainless steel beam-columns, able to replicate their response at elevated temperatures, are created and validated; the validated models are then used to perform parametric studies to generate extensive benchmark structural performance data. The design rules set out in the European structural steel fire design standard EN 1993-1-2 are assessed and shown to provide rather inaccurate and often unsafe ultimate strength predictions for stainless steel I-section beam-columns in fire. New fire design rules for stainless steel beam-columns are put forward. It is shown that the new proposals are able to offer improved accuracy and design efficiency relative to the EN 1993-1-2 beam-column design rules. The reliability of the proposed design rules is also verified on the basis of the fire design reliability criteria set out by Kruppa [Eurocodes–Fire parts: Proposal for a methodology to check the accuracy of assessment methods, CEN TC 250, Horizontal Group Fire, Document no: 99/130 (1999)], thereby demonstrating the suitability of the proposed design rules for inclusion in the upcoming revised version of EN 1993-1-2.

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