A generalised steel/reinforced concrete beam-column element model for fire conditions

被引:61
|
作者
Cai, J
Burgess, I
Plank, R
机构
[1] Univ Sheffield, Dept Civil & Struct Engn, Sheffield S1 3JD, S Yorkshire, England
[2] Fabsec Ltd, Leeds LS11 5HL, W Yorkshire, England
[3] Univ Sheffield, Sch Architectural Studies, Sheffield S10 2TN, S Yorkshire, England
关键词
finite elements; steel; reinforced concrete; fire conditions; material properties; composite construction; non-linear analysis;
D O I
10.1016/S0141-0296(03)00019-1
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A generalised beam-column element is presented for three-dimensional composite structures at ambient and high temperatures. The element can model reinforced concrete and steel sections of different shapes. The element has been implemented in the software VULCAN, and has then been validated by comparing with existing theoretical and experimental results. The formulation currently includes both geometrical and material non-linearities and considers unloading for steel, cracking and crushing for concrete, and thermal expansion and degradation of material for both with elevated temperatures. The cross-section is divided into an appropriate number of segments so that non-uniform temperature profiles, variations of constitutive relationships and thermal strains across the section can be represented accurately. (C) 2003 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:817 / 833
页数:17
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