Influence of thermal strain on concrete spalling

Understanding the susceptibility to spalling of concrete members in case of fire is important to evaluate the residual load-bearing capacity. The investigations of the spalling phenomenon of a concrete mixture using real scale members are necessary but expensive to carry out. Reducing the specimen s...

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Bibliographic Details
Published in:Materials and structures 2024-02, Vol.57 (1), Article 15
Main Authors: Klimek, André, Stelzner, Ludwig, Hothan, Sascha, Zehfuß, Jochen
Format: Article
Language:English
Subjects:
Basalt
Bearing capacity
Boundary conditions
Building Materials
Civil Engineering
Engineering
Load bearing elements
Machines
Manufacturing
Materials Science
Mixtures
Original Article
Processes
Solid Mechanics
Spalling
Theoretical and Applied Mechanics
Thermal expansion
Thermal strain
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Summary:Understanding the susceptibility to spalling of concrete members in case of fire is important to evaluate the residual load-bearing capacity. The investigations of the spalling phenomenon of a concrete mixture using real scale members are necessary but expensive to carry out. Reducing the specimen size leads to an increase of boundary effects that can result in a reduced spalling or absence of spalling. In this study, fire tests were carried out on unrestrained, single-sided exposed, cuboid shaped specimens (0.6 m × 0.6 m × 0.29 m) as well as unrestrained and steel ring restrained cylindrical specimens (Ø = 0.47 m, h = 0.29 m), which induce different boundary conditions. These fire tests were carried out on two ordinary concrete mixtures. The two mixtures differ only in the type of aggregates (quartz gravel and basalt grit) and were used to investigate the influence of the thermal expansion of the aggregate on the spalling behaviour of the concrete. The results show a significant increase of the spalling depth due to the restrained thermal expansion achieved by the applied steel rings. Additionally, the type of aggregate has a direct influence on the spalling behaviour of a concrete mixture. The reduction of the boundary effects by the steel rings recreate the test conditions in the centre of a large concrete member. Thus, this type of specimen is suitable to determine the susceptibility to spalling of a material (screening-tests) as preliminary investigations to full scale fire tests.
ISSN:1359-5997
1871-6873
DOI:10.1617/s11527-023-02274-x