从破坏力学角度研究细粒纤维混凝土的抗裂性

R. Akhmednabiev, Oksana Demchenko, Olha Hukasian
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引用次数: 0

摘要

纤维加固混凝土在上世纪 60 年代开始出现在市场上,自那时起,人们对这种加固方式的兴趣一直在稳步增长。文章介绍了在细粒混凝土中使用不同长度和体积浓度的聚丙烯纤维加固混凝土抗裂性的研究结果。波尔塔瓦采矿选矿厂的湿磁选废料被用作混凝土的骨料。不同长度、直径为 0.2 毫米的聚丙烯纤维用于加固。研究了纤维长度和体积浓度对相同强度混凝土抗裂性的影响。研究结果表明,在实验范围内,纤维长度和体积浓度的增加会显著影响细粒混凝土的抗裂性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
STUDY OF FINE-GRAINED FIBER CONCRETE CRACKING RESISTANCE FROM THE POINT OF VIEW OF DESTRUCTION MECHANICS
Fiber reinforced concrete began to appear in the market in the 60s of the last century, and since then the interest in this type of reinforcement has been steadily growing. The article presents the results of studies on the crack resistance of concrete reinforced with polypropylene fibers of various lengths and volume concentrations in fine-grained concrete. Waste from the wet magnetic separation of the Poltava mining and concentration plant was used as an aggregate in the concrete. Polypropylene fibers with the various lengths diameter of 0.2 mm were used for reinforcement. The influence of the length and volume concentration of fibers on the crack resistance of the same strength concrete of was studied. The study results indicate that the increase in the length and volume concentration of fibers, within the limits of the experiment, significantly affects the crack resistance of fine-grained concrete.
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