Simulation of Concrete in Winter with Self-Limiting Heating Band

Abstract:

In order to investigate the temperature distribution and cracking risk of concrete in winter under the combined action of heating zone and air layer, the analytical calculation method of early age concrete temperature field of concrete component under the combined action of self-limiting temperature band, cement hydration and air layer was established by taking concrete prism with self-limiting temperature band as an example. The model is applied to calculate and analyze the temperature distribution of concrete under different boundary conditions and different additional thermal field modes. The results show that: Under the conditions of internal layout, surface layout and thermal insulation layer outside the formwork, all components reach the critical strength after heating and curing for three days, which indicates that the heating band can provide temperature conditions for concrete curing in winter. Comparing the temperature field of different layout positions of heating belt, the uniformity of temperature field of heating belt outside the formwork is better than the other two layout methods.

• Periodical: Key Engineering Materials (Volume 905)
• Pages: 297-302
• DOI: https://doi.org/10.4028/www.scientific.net/KEM.905.297
• Online since: January 2022
• Authors: Lin Liu*, Mei Qing Zhang
• Keywords: Self-Limiting Heating Band, Temperature Field, Temperature Stress Field

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