Yanliang Ji, Ursula Pott, Alexander Mezhov, Christiane Rößler, Dietmar Stephan
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引用次数: 0
摘要
静态屈服应力对混凝土,尤其是 3D 打印混凝土至关重要,因为它决定了底层能否支撑后续层的负荷或承受任何潜在的冲击。因此,需要更好地了解静屈服应力的演变及其变化机制。根据水合物形成遵循分形模式的假设,本研究提出了一个模拟静屈服应力的模型,该模型将水化过程和架桥可能性联系在一起。为验证该模型,首先根据量热数据拟合 BNG(边界成核增长)方程获得参数,并分析相关水化率与声速变化率的关系。结果表明,在不同的水灰比和促进剂条件下,所提出的模型能很好地预测通过渗透试验获得的静屈服应力。拟合参数 β 与水化产物的尺寸和形态相关,表明该模型不仅能模拟静屈服应力,还能捕捉到结构堆积信息。此外,与分形相关的 β 的减小意味着在水化过程中形成了更紧密的水合物。
Modelling and experimental study on static yield stress evolution and structural build-up of cement paste in early stage of cement hydration
Static yield stress is crucial for concrete, especially for 3D printed concrete, as it determines whether the bottom layer can support the load of the subsequent layers or withstand any potential impulses. A better understanding of the evolution of the static yield stress and its changing mechanism is therefore needed. Under the assumption that hydrate formation follows fractal patterns, this work proposes a model for simulating static yield stress that links the hydration process and bridging possibility. To validate the model, parameters were first obtained from the BNG (Boundary Nucleation Growth) equation fitted with calorimetry data, and the relation of associated hydration rates to sound speed variation rate was analyzed. Results showed that the proposed model predicts well the static yield stress obtained with a penetration test, under varying water-cement ratios and accelerator conditions. The fitted parameter β was found to correlate with size and morphology of the hydration products, suggesting that the model can not only simulate the static yield stress, but also capture the structural build-up information. Furthermore, the decrease in fractal-related β implies that more compact hydrates are formed during hydration.
期刊介绍:
Cement and Concrete Research is dedicated to publishing top-notch research on the materials science and engineering of cement, cement composites, mortars, concrete, and related materials incorporating cement or other mineral binders. The journal prioritizes reporting significant findings in research on the properties and performance of cementitious materials. It also covers novel experimental techniques, the latest analytical and modeling methods, examination and diagnosis of actual cement and concrete structures, and the exploration of potential improvements in materials.