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温度对混凝土比热容的影响试验研究

Experimental Study on the Influence of Temperature on Specific Heat Capacity of Concrete

  • 摘要: 基于极端温度条件下大坝温控仿真计算的需求,为深入研究温度对混凝土比热容的影响,试验采用混热法测取了混凝土各组分在不同温度条件下的比热容,利用比热容的加权累加原则得到了混凝土比热容随温度变化情况,提出了考虑温度和配合比影响的混凝土比热容多元回归模型,并验证了该模型的准确性。结果表明:在极端温度条件下,混凝土比热容与温度呈正相关性并随温度的升高而增大,变化速率逐渐变缓。所提出的混凝土多元回归模型能较准确地预测不同骨料配比下混凝土比热容随温度的变化情况。

     

    Abstract: Based on extreme temperature under the condition of dam temperature control simulation requirements,the influence of temperature on specific heat of concrete was tested by using mixed hot acquisition of components of the concrete under different temperature conditions. The specific heat of the use of specific heat capacity of the weighted accumulative principle got the specific heat of concrete with the temperature change,the specific heat of concrete considering the influences of temperature and mixture multivariate regression model was proposed and the accuracy of the model was verified. The results show that under extreme temperature conditions,concrete specific heat capacity is positively correlated with temperature and increases with the increase of temperature,and the rate of change gradually slows down. The proposed multiple regression model for concrete can accurately predict the specific heat capacity of concrete with different aggregate ratio.

     

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