Numerical Analysis of Steel Portal Frame Exposed to Fire

被引：5

作者：

Lausova, Lenka ^{[1
]}

Kolos, Ivan ^{[1
]}

Michalcova, Vladimira ^{[1
]}

Skotnicova, Iveta ^{[1
]}

机构：

[1] VSB Tech Univ Ostrava, Fac Civil Engn, Ludvika Podeste 1875-17, Ostrava 70833, Czech Republic

来源：

STRUCTURAL AND PHYSICAL ASPECTS OF CONSTRUCTION ENGINEERING | 2017年 / 190卷

关键词：

Portal steel frame; fire; failure mechanism; FEM; numerical modeling; BEHAVIOR;

D O I：

10.1016/j.proeng.2017.05.332

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The paper presents a numerical comparative study which is concerned with the behavior of a steel hollow section portal frame exposed to elevated temperatures while considering the effect of both thermal and structural responses incorporating material and geometric nonlinearities. The work provides a study of deformations and stresses affecting the failure behavior of a solved portal frame. The failure temperature is evaluated while respecting variable material characteristics in time of growing temperature. This work presents an investigation of the portal frame with the uniform and non-uniform temperature distribution over the height of the rafter using finite element software SCIA Engineer. (c) 2017 The Authors. Published by Elsevier Ltd.

引用

页码：237 / 242

页数：6

共 10 条

[1]

[Anonymous], 2005, EC3 EUROCODE3 DESI 1

[2]

[Anonymous], 2005, Handbook 5 - Design of Buildings for the Fire Situation

[3] Behavior of portal frames of steel hollow sections exposed to fire [J].

El-Heweity, Mohamed Mahmoud .

ALEXANDRIA ENGINEERING JOURNAL, 2012, 51 (02) :95-107

[4]

Kralik Juraj, 2014, Advanced Materials Research, V969, P1, DOI 10.4028/www.scientific.net/AMR.969.1

[5]

Lausova L., 2014, 12 INT C COMP STRUCT, DOI [10.4203/ccp.106.20, DOI 10.4203/CCP.106.20]

[6]

Lausova L., 2015, APPL MECH MAT, V769, P65, DOI [10.4028/www.scientific.net/AMM.769.65, DOI 10.4028/WWW.SCIENTIFIC.NET/AMM.769.65]

[7] Finite element modelling of behaviours of steel beams and connections in fire [J].

Liu, TCH .

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1996, 36 (03) :181-199

[8] Numerical study of a steel sub-frame in fire [J].

Santiago, Aldina ;

da Silva, Luis Simes ;

Real, Paulo Vila ;

Veljkovic, Milan .

COMPUTERS & STRUCTURES, 2008, 86 (15-16) :1619-1632

[9]

Schleich J. B., 1985, P 1 INT S FIR SAF SC, P311

[10] Experimental behaviour of a steel structure under natural fire [J].

Wald, F. ;

Simoes da Silva, L. ;

Moore, D. B. ;

Lennon, T. ;

Chladna, M. ;

Santiago, A. ;

Benes, M. ;

Borges, L. .

FIRE SAFETY JOURNAL, 2006, 41 (07) :509-522

← 1 →