A Material Model for the Numerical Simulation of High Strength Concrete Columns Subjected to Fire Loading

被引：0

作者：

Huismann, S. ^{[1
]}

Korzen, M. ^{[1
]}

Schneider, U. ^{[2
]}

机构：

[1] BAM Fed Inst Mat Res & Testing, Unter Eichen 87, D-12205 Berlin, Germany

[2] Univ Technol Vienna, Res Ctr Bldg Mat Mat Technol & Fire Safety, A-1040 Vienna, Austria

来源：

STRUCTURES IN FIRE: PROCEEDINGS OF THE 6TH INTERNATIONAL CONFERENCE | 2010年

关键词：

ACCIDENT CONDITIONS; SERVICE;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper presents a material model for high strength concrete (HSC) at high temperatures. It includes all strain components in the mathematical stress-strain relationship. The main parameters of the model are the compressive strength and the modulus of elasticity. Their identification is based on own experimental tests [3]. The validation of the model was achieved with the results of a fire test of an axially loaded HSC column [4]. For the material behaviour of the reinforcement the Eurocode 2 (EC 2) [2] model with its properties was applied. The calculated displacements and the fire resistance time of the column as well as the material tests correlates well with the experimental results. Thereby it was found that the compressive strength has to be derived from transient creep and compressive strength tests.

引用

页码：312 / +

页数：2