建筑业可持续发展的未来:用玄武岩小棒材加固混凝土的潜力

Julita Krassowska, Marta Kosior-Kazberuk, Marta Słowik, Amanda Akram
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引用次数: 0

摘要

该论文涉及玄武岩矿渣对使用低排放水泥制成的混凝土试样的亚临界和临界行为的影响。与传统水泥相比,低排放水泥产生的温室气体和其他污染物排放量更低。根据混凝土混合物中微纤维的含量(0、2、4、8 千克/立方米)、所用水泥的类型以及水灰比(w/c),对断裂力学参数的变化进行了分析。结果表明,使用玄武岩微纤维加固的混凝土具有更强的抗裂缝萌发和扩展能力。在 w/c=0.5 时,CEMI 42.5R 混凝土的应力强度因子提高了 27%,在 w/c=0.4 时提高了 62%;在 w/c=0.5 时,CEM II 42.5R/A-V 混凝土的应力强度因子提高了 29%,在 w/c=0.4 时提高了 30%。研究表明,在使用低排放水泥制成的混凝土中添加微纤维可显著提高这种材料的力学参数。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Sustainable future of construction: the potential of concrete with basalt mini-bars as reinforcement
The paper concerns the influence of basalt minibars on the subcritical and critical behaviour of test specimens made of concrete with low-emission cement. Low-emission cement produces lower emissions of greenhouse gases and other pollutants than traditional cement. Analyses were conducted on changes in fracture mechanics parameters depending on the content of microfibers in the concrete mix (0, 2, 4, 8 kg/m³), the type of cement used, and the water-to-cement ratio (w/c). It was demonstrated that concrete reinforced with basalt microfibers exhibits increased resistance to crack initiation and propagation. An increase in the stress intensity factor was observed for CEMI 42.5R concretes at w/c=0.5  by 27%, at w/c =0.4 by 62%, and for CEM II 42.5R/A-V concretes at w/c=0.5  by 29%, and at w/c=0.4 by as much as 30%. It was shown that the addition of microfibers to concrete made with low-emission cement significantly increases the mechanical parameters of this material.
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