Affiliation:
1. Institute of Concrete Structures, Ruhr-Universität Bochum, 44780 Bochum, Germany
2. Digital Process Engineering, Karlsruher Institut für Technologie, 76131 Karlsruhe, Germany
Abstract
During the transition from liquid to solid, the thermal conductivity coefficient λ of concrete decreases. Although λ of hardened concrete is well investigated, there is limited research on the transition from liquid to solid and how it depends on hydration. Currently, only simplified qualitative approaches exist for the liquid state and the transient process. An experimental method is not available. For this purpose, a test rig is designed to experimentally capture the evolution of λ for fine-grain concretes during transition. The performance of the test setup is evaluated on a characteristic high-performance concrete (HPC). The results are compared to theoretical predictions from the literature. The developed test rig is mapped in a digital twin to investigate extended boundary conditions, such as different heat sources and temperatures of the experimental setup. It allows the experiment to be repeated and optimized for different setups with little effort. The test principle is as follows: A liquid concrete sample is heated through a controlled external source, while the transient temperature distribution over the height is measured with a fiber optic sensor. The thermal conductivity is derived from the heat flux induced and the temperature distribution over an evaluation length. Experiments show that λ in the liquid state is approximately 1.4 times greater than in the solid state and exponentially decreases for the transient process. Numerical results on the digital twin indicate that the robustness of the results increases with the temperature of the heat source. Moreover, the derivation in λ turns out to be strongly dependent on the evaluation length. A length of three times the maximum grain diameter is recommended.
Funder
German Research Foundation
Reference36 articles.
1. Computation of temperature fields on bridges. Implementation by means of spread-sheets;Sanio;Beton Stahlbetonbau,2017
2. Stindt, J., Forman, P., and Mark, P. (2021). Influence of Rapid Heat Treatment on the Shrinkage and Strength of High-Performance Concrete. Materials, 14.
3. Influencing factors for the effectivity of heat treatment of ultra-high performance concrete (UHPC);Selleng;Beton Stahlbetonbau,2017
4. Influence of heat treatment on the bond creep of high-strength concrete;Schwarz;Beton Stahlbetonbau,2024
5. Eierle, B., and Schikora, K. (2000). Zwang und Rissbildung Infolge Hydratationswarme: Grundlagen, Berechnungsmodelle und Tragverhalten, Beuth Verlag. Deutscher Ausschuss für Stahlbeton 512.
Cited by
1 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献