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Finite element simulation of thermal cracking in massive hardening concrete elements using degree of hydration based material laws

机译:基于水化程度的材料定律对大体积硬化混凝土构件热裂的有限元模拟

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摘要

In massive hardening concrete elements, early age thermal cracking due to the heat of hydration might occur. At Ghent University, a simulation procedure is developed, based on the degree of hydration as a fundamental parameter. This parameter is related with the microstructural development during cement hydration. Accurate finite element simulations are obtained for the problem of early age thermal cracking, applying a staggered analysis. The time dependent material behaviour is implemented by means of a Kelvin chain. The cracking behaviour is implemented using a smeared cracking approach with non-linear softening behaviour. The results of the model are verified experimentally.
机译:在大量硬化的混凝土构件中,可能会由于水化热而发生早期热裂纹。在根特大学,基于水合度作为基本参数,开发了一种模拟程序。该参数与水泥水化过程中的微观结构发展有关。应用交错分析,可获得针对早期热裂纹问题的精确有限元模拟。时间相关的材料行为是通过开尔文链实现的。使用具有非线性软化行为的拖尾裂纹方法可实现裂纹行为。该模型的结果经过实验验证。

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