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Influence factors on the temperature field in a mass concrete

机译:大体积混凝土温度场的影响因素

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In construction practice of concrete mass needs a large amount of concrete. Due to the small surface area to volume ratio, the concrete mass is often happening thermal cracking caused by the release of heat during the hydration of the cement. The causes of thermal cracking in concrete mass are complex but the main reason is the increase in temperature in the concrete structure. Provide measures to control the maximum temperature concrete mass is very absolutely necessary. A finite element model of the concrete mass was established by the software Midas civil, the temperature field in the concrete mass has been determined and a mathematical model was created that adequately describes the influence factors on the temperature field in a concrete mass such as unit cement content, cement maximum heat released, the placing temperature of concrete and the water temperature in order to determine the optimal parameters.
机译:在建筑实践中,混凝土质量需要大量的混凝土。由于表面积与体积之比小,水泥水化过程中,由于热量的释放而经常引起混凝土开裂。混凝土块中热裂纹的原因很复杂,但主要原因是混凝土结构温度升高。提供控制最高温度的混凝土质量的措施是绝对必要的。通过Midas Civil软件建立了混凝土质量的有限元模型,确定了混凝土质量的温度场,并创建了一个数学模型,该模型充分描述了混凝土质量(例如单位水泥)中温度场的影响因素。含量,水泥释放的最大热量,混凝土的放置温度和水温,以确定最佳参数。

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