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首页> 外文期刊>Cement and Concrete Research >A Lattice Boltzmann single component model for simulation of the autogenous self-healing caused by further hydration in cementitious material at mesoscale
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A Lattice Boltzmann single component model for simulation of the autogenous self-healing caused by further hydration in cementitious material at mesoscale

机译:一种晶格Boltzmann单组分模型,用于模拟Mescle中水泥材料进一步水合造成的自愈性自愈

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摘要

Cracking is inevitable during the service period of concrete structures. They are preferential ingression channels for aggressive ions. It is difficult or even impossible to repair all the cracks due to the limitation of practical conditions. However, cracks have potentials to self-heal due to further hydration and carbonization. The effect of autogenous self-healing on the properties of cementitious materials has been studied experimentally by many researchers. However, researches on modelling of the autogenous self-healing processes are still limited. In this paper, a Lattice Boltzmann single component model is proposed to simulate the self-healing caused by further hydration in cement paste matrix at mesoscale. The model simulates not only the healing efficiency but also the geometry change. The simulation result shows that even when the filling efficiency is low, some locations in the crack could be completely blocked. This may lead to lower effective diffusion coefficient of ions via the cracked sample.
机译:在混凝土结构的服务期间,破解是不可避免的。它们是用于侵略性离子的优先进入通道。由于实际条件的限制,难以甚至不可能修复所有裂缝。然而,由于进一步的水合和碳化,裂缝具有自愈的潜力。许多研究人员通过实验研究了自身愈合对水泥材料性质的影响。然而,对自动自我愈合过程建模的研究仍然有限。本文提出了一种晶格玻璃螺柱单组分模型来模拟Mescle在水泥浆基质中进一步水合引起的自愈。该模型不仅模拟了愈合效率,还模拟了几何形状。仿真结果表明,即使填充效率低,裂缝中的一些位置也可以完全阻塞。这可能导致通过裂化样品降低离子的有效扩散系数。

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