Experimental Study of the Advanced Transient Concrete Model on Reinforced Concrete Columns During Fire Exposure

Ulrich Schneider, Martin Schneider
Univ. of Techn. Vienna, Karlsplatz 13/206, 1040 Wien, Austria.

Article Metrics

CrossRef Citations:
Total Statistics:

Full-Text HTML Views: 619
Abstract HTML Views: 1436
PDF Downloads: 704
Total Views/Downloads: 2759
Unique Statistics:

Full-Text HTML Views: 359
Abstract HTML Views: 789
PDF Downloads: 474
Total Views/Downloads: 1622

Creative Commons License
© Schneider et al.;

open-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.

Correspondence: * Address correspondence to this author at the Univ. of Techn. Vienna, Karlsplatz 13/206, 1040 Wien, Austria.


The advanced transient concrete model (ATCM) is an extended model for concrete in compression at elevated temperature that incorporates elastic, plastic and creep strain as a function of temperature and stress history. The ATCM is applied with the material model of the thermal induced strain model. The non-linear model comprises thermal strain, elastic strain, plastic strain and transient temperature strains and load history modelling of restraint concrete structures subjected to fire. The mechanical strain calculated as a function of elastic strain, plastic strain and thermal induced strain. The thermal induced strain is relative independent compared to dependence of Young’s Modulus by load history. Actually the term comprises elastic, plastic and (pure) transient creep strains as we will show. A comparison is given between experimental results with cylindrical specimens and calculated results.

The equations of the ATCM consider a lot of capabilities, especially for considering irreversible effects of temperature on some material properties. By considering the load history during heating up, an increasing load bearing capacity due to a higher stiffness of concrete may be obtained. With this model it is possible to apply the thermal-physical behaviour of material laws for calculation of structures under extreme temperature conditions.

The effect of load history in highly loaded structures under fire load will be investigated. The theoretical basis is given in this supplement added with an experimental study of concrete columns with various mixes.