首页> 外文会议>International PhD Symposium in Civil Engineering vol.2; 20040616-19; Delft(NL) >Early-age concrete stresses induced by drying shrinkage and thermal dilation
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Early-age concrete stresses induced by drying shrinkage and thermal dilation

机译:干燥收缩和热膨胀引起的早期混凝土应力

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摘要

To fully understand the role of drying shrinkage and thermal stresses in concrete crack development, the material-induced stress distribution must be investigated. A simple model is presented for quantifying the internal stress distribution in concrete exposed to drying, temperature changes, or self-desiccation. The measured concrete internal relative humidity, which has a fundamental relationship to material-induced stress development, is a main parameter in the model. The free shrinkage stress distribution and fully restrained stress distribution is modeled for a broad range of concrete mixtures. The model predicts a growing zone of damage near the drying surface of the fully restrained concrete which may be related to crack initiation. Further development of this model and combination with fracture and finite element models may lead to an improved understanding of concrete cracking in real structures and pavements.
机译:为了充分理解干燥收缩和热应力在混凝土裂缝发展中的作用,必须研究材料引起的应力分布。提出了一个简单的模型来量化暴露于干燥,温度变化或自干的混凝土内部应力分布。该模型中的一个主要参数是所测量的混凝土内部相对湿度,该湿度与材料引起的应力发展有基本关系。自由收缩应力分布和完全约束应力分布是针对广泛范围的混凝土混合物建模的。该模型预测了完全受约束的混凝土干燥表面附近损坏的增长区域,这可能与裂纹萌生有关。对该模型的进一步开发以及与断裂和有限元模型的结合可能会导致人们更好地了解实际结构和路面中的混凝土裂缝。

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