Add to ORKGThe specific heat of two types of high performance concrete was measured in the temperature range from 20 °C to 1000 °C and in the moisture range from dry material to saturation water content. A nonadiabatic method was chosen instead of classical adiabatic treatments in order to meet the requirements following from the large representative elementary volume of the materials. The measured results reveal a significant temperature effect on the specific heat value. The influence of moisture is less important than the influence of temperature, but is also not negligible
527-535Hydration heat of concrete is closely related to thermal stress and crack, and the adiabatic...
Temperature rise due to heat of hydration in concrete depends on many factors such as geometry of t...
In case of severe accident, confinement chambers are submitted to thermodynamic variations of their ...
The specific heat of two types of high performance concrete was measured in the temperature range fr...
Classical adiabatic methods for measuring specific heat in a wide temperature ange are very suitable...
International audienceFresh concrete structures are subject to a temperature increase due to the rel...
The thermal conductivity of two types of high performance concrete was measured in the temperature r...
Using concrete as a thermal energy storage (TES) material is a promising option for large-scale sola...
Modern concrete construction involves the use of a variety of special concretes. While the design of...
Safety of concrete structures could be threatened under fire exposure, especially for structures und...
The linear thermal expansion coefficient of two types of high performance concrete was measured in t...
The temperature rise of concrete during curing is dependent on the mixture composition and proportio...
In this study, AASHTO T318-15 was adopted to estimate the water content of fresh concrete mixes and ...
Concrete performance, including strength, susceptibility to delayed ettringite formation, and residu...
The temperature rise of concrete during hardening is intimately related to the mix proportion, among...
527-535Hydration heat of concrete is closely related to thermal stress and crack, and the adiabatic...
Temperature rise due to heat of hydration in concrete depends on many factors such as geometry of t...
In case of severe accident, confinement chambers are submitted to thermodynamic variations of their ...
The specific heat of two types of high performance concrete was measured in the temperature range fr...
Classical adiabatic methods for measuring specific heat in a wide temperature ange are very suitable...
International audienceFresh concrete structures are subject to a temperature increase due to the rel...
The thermal conductivity of two types of high performance concrete was measured in the temperature r...
Using concrete as a thermal energy storage (TES) material is a promising option for large-scale sola...
Modern concrete construction involves the use of a variety of special concretes. While the design of...
Safety of concrete structures could be threatened under fire exposure, especially for structures und...
The linear thermal expansion coefficient of two types of high performance concrete was measured in t...
The temperature rise of concrete during curing is dependent on the mixture composition and proportio...
In this study, AASHTO T318-15 was adopted to estimate the water content of fresh concrete mixes and ...
Concrete performance, including strength, susceptibility to delayed ettringite formation, and residu...
The temperature rise of concrete during hardening is intimately related to the mix proportion, among...
527-535Hydration heat of concrete is closely related to thermal stress and crack, and the adiabatic...
Temperature rise due to heat of hydration in concrete depends on many factors such as geometry of t...
In case of severe accident, confinement chambers are submitted to thermodynamic variations of their ...