Stability of steel columns in case of fire: Numerical modeling

被引：42
|
作者：
Talamona, D
Franssen, JM
Schleich, JB
Kruppa, J
机构：
[1] UNIV LIEGE,NFSR BELGIUM,B-4000 LIEGE,BELGIUM
[2] PROFILARBED RECH,ESCH SUR ALZETTE,LUXEMBOURG
[3] CTICM,F-78470 ST REMY CHEVREUSE,FRANCE
来源：
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 1997年 / 123卷 / 06期
关键词：
D O I：
10.1061/(ASCE)0733-9445(1997)123:6(713)
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The behavior of steel columns submitted to axial compressive forces in case of fire is analyzed by means of numerical programs. Centrally loaded as well as eccentrically loaded columns are considered. A proposal is made for a buckling coefficient in case of central loading and for an interaction formula in case of eccentrical loading, based on the material properties of steel at elevated temperatures as defined in the 1995 Eurocode. The buckling coefficient comprises one scalar parameter that has to be calibrated by comparison with experimental results to ensure the appropriate safety level.
引用
收藏
页码：713 / 720
页数：8
相关论文
共 50 条
  • [41] FIRE RESISTANCE OF SOLID STEEL COLUMNS
    KLINGSCH, W
    FIRE SAFETY JOURNAL, 1982, 4 (04) : 237 - 241
  • [42] FIRE RESISTANCE OF UNPROTECTED STEEL COLUMNS
    KAMATH, CM
    JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1974, 100 (NST4): : 821 - 821
  • [43] Experimental and numerical investigation of concrete-filled stainless steel columns exposed to fire
    Tao, Zhong
    Ghannam, Mohamed
    Song, Tian-Yi
    Han, Lin-Hai
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2016, 118 : 120 - 134
  • [44] Numerical assessment of structural assembly between steel beam and CFT columns under fire
    Carvalho Lopes, F. R.
    Santiago, A.
    Simoes da Silva, L.
    Santos da Silva, J. G.
    COST ACTION C26: URBAN HABITAT CONSTRUCTIONS UNDER CATASTROPHIC EVENTS, 2010, : 195 - 200
  • [45] Experimental research and numerical analysis of restrained columns at the bottom story of steel frames in fire
    Wang, Xintang
    Zheng, Xiaoyao
    Wang, Wanzhen
    Li, Junhua
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2010, 31 (SUPPL. 2): : 215 - 219
  • [46] Numerical advanced analysis of steel-concrete composite beams and columns under fire
    Barros, R. C.
    Silveira, R. A. M.
    Rocha, P. A. S.
    Pires, D.
    Lemes, I. J. M.
    STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019, 2019, : 147 - 154
  • [47] Performance of steel reinforced concrete columns after exposure to fire: Numerical analysis and application
    Han, Lin-Hai
    Zhou, Kan
    Tan, Qing-Hua
    Song, Tian-Yi
    ENGINEERING STRUCTURES, 2020, 211
  • [48] Experimental and numerical assessment of the behaviour of external heavy steel columns under natural fire
    C.T.I.C.M., Saint Remy-Les-Chevreuse, France
    Journal of Constructional Steel Research, 1998, 46 (1-3): : 300 - 301
  • [49] Experimental and numerical investigation of high-strength steel circular columns subjected to fire
    Tondini, N.
    Hoang, V. L.
    Demonceau, J. -F.
    Franssen, J. -M.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2013, 80 : 57 - 81
  • [50] NUMERICAL MODELLING AND DESIGN OF STAINLESS STEEL SQUARE AND RECTANGULAR HOLLOW SECTION COLUMNS IN FIRE
    Mohammed, A.
    Afshan, S.
    PROCEEDINGS OF THE 9TH INTERNATIONAL CONFERENCE ON STEEL AND ALUMINIUM STRUCTURES (ICSAS19), 2019, : 1494 - 1509
12345