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Название The temperature nomogram to predict the maximum temperature in mass concrete // Magazine of Civil Engineering. – 2024. – Т. 17, № 2. — С. 12605
Авторы Nguyen T. C.; Bui A. K.
Выходные сведения 2024
Коллекция Общая коллекция
Тематика Строительство; Строительные материалы и изделия; concrete masses; maximum concrete temperature; forecasting of maximum concrete temperature; temperature nomograms; monolithic concrete; thermal analysis; бетонные массы; максимальная температура бетонов; прогнозирование максимальной температуры бетонов; температурные номограммы; монолитные бетоны; термический анализ
УДК 691
ББК 38.3
Тип документа Статья, доклад
Тип файла PDF
Язык Английский
DOI 10.34910/MCE.126.5
Права доступа Свободный доступ из сети Интернет (чтение, печать, копирование)
Дополнительно Новинка
Ключ записи RU\SPSTU\edoc\73949
Дата создания записи 18.09.2024

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At an early age, the problem of cracking in concrete structures in general and large block structures in particular often appears. Many factors affect the formation of cracks in mass concrete structures. One of the factors considered is thermal cracking. Temperature is the most important factor to consider while constructing mass concrete. The temperature is affected by cement hydration and other factors, which leads to the production of thermal cracks at an early age. Tensile stresses that are greater than the concrete’s tensile strength are typically the cause of cracking in mass concrete. These tensile stresses are more frequently caused by constraints against volumetric change, though they can also result from loads placed on the structure. Therefore, the prediction of temperature fields in massive concrete structures has been a significant challenge. This study presents a temperature nomogram by using numerical methods to quickly determine the maximum temperature in concrete structures with various characteristics, such as cement content and the initial temperature of concrete mixtures. The research results are meaningful for construction management agencies to use temperature diagrams to predict the maximum temperature in large concrete structures without the need to model the mass concrete. Besides, a nomogram can be used to predict the maximum temperature in mass concrete structures in order to prevent thermal cracks during construction and thereafter.

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