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Modeling of volume changes of concrete mixed with expansive additives

机译:掺有膨胀剂的混凝土体积变化模型

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This study modeled volume changes of concrete mixed with expansive additives, a countermeasure to shrinkage. Volume changes of expansive paste are determined from the balance between the shrinkage of cement and the expansion of the additives. Therefore, in this study, volume changes were modeled by applying a balance to the hydrates of cement and the expansive additives. The shrinkage of cement was modeled by assuming that it is caused by capillary tension. This modeling was based on the behavior of the moisture inside the cement's pore structure, by taking into account the pore size distribution and the thermodynamic equilibrium state of the moisture. Using the concept of effective radius factor, the expansion of the expansive additives was modeled by considering the volume expansion of the additive particles caused by an increase in the outermost radius of particles of the hydration products that were formed at an early age. The values predicted by the model were consistent with the measured values, which confirms the model's validity. Furthermore, the volume changes of concrete were estimated with sufficient accuracy by analyzing the behavior of the paste using a composite model of aggregate and paste.
机译:这项研究模拟了掺入膨胀剂的混凝土体积变化,这是收缩的对策。膨胀浆的体积变化由水泥的收缩率与添加剂的膨胀率之间的平衡确定。因此,在这项研究中,通过对水泥和膨胀剂的水合物施加平衡来模拟体积变化。通过假设水泥的收缩是由毛细张力引起的来模拟的。该模型是基于水泥孔隙结构中水分的行为,并考虑了孔隙大小分布和水分的热力学平衡状态。使用有效半径因子的概念,通过考虑由早期形成的水合产物的颗粒的最外半径增加引起的添加剂颗粒的体积膨胀来对膨胀添加剂的膨胀进行建模。模型预测的值与实测值一致,证实了模型的有效性。此外,通过使用骨料和糊料的复合模型分析糊料的行为,可以足够准确地估计混凝土的体积变化。

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