On modeling of fire resistance tests on concrete and reinforced-concrete structures

被引:0
|
作者
Ibrahimbegovic, Adnan [1 ]
Boulkertous, Amor [1 ]
Davenne, Luc [1 ]
Muhasilovic, Medzid [2 ]
Pokrklic, Ahmed [3 ]
机构
[1] LMT Cachan, Ecole Normale Super, F-94235 Cachan, France
[2] Univ Ljubljana, Ljubljana 61000, Slovenia
[3] Univ Sarajevo, Fac Architecture, Sarajevo 71000, Bosnia & Herceg
来源
COMPUTERS AND CONCRETE | 2010年 / 7卷 / 04期
关键词
fire induced damage; concrete; structure; fire tests; REPRESENTING LOCALIZED FAILURE; PLASTICITY; TUNNEL; SLIP;
D O I
10.12989/cac.2010.7.4.285
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In this work we first review the statistical data on large fires in urban areas, presenting a detailed list of causes of fires, the type of damage to concrete and reinforced concrete structures. We also present the modem experimental approach for studying the fire-resistance of different structural components, along with the role of numerical modeling to provide more detailed information on quantifying the temperature and heat flux fields In the last part of this work we provide the relined models for assessment of fire-induced damage in structures built of concrete and/or reinforced-concrete. We show that the refined models of this kind are needed to provide a more thorough explanation of damage and to complete the damage assessment and post-fire evaluations.
引用
收藏
页码:285 / 301
页数:17
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