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Experimental Study of Compression for Multi-scale Polypropylene Fiber Concrete

机译:多尺寸聚丙烯纤维混凝土压缩试验研究

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Through compression tests on 30 plain concrete and polypropylene fiber concrete specimens with the dimensions of 100mm × 100mm × 100mm, studied the influence of the different scales of polypropylene fiber and hybrid fiber on concrete compressive strength and compressive deformation. The results showed that: the compressive strength of concrete for single-doped fiber has little effect to improve concrete compressive strength, some even get lower, but mixing-doped coarse-fine fiber had increased 6.2%~13.7%. Doped-fiber can improve the concrete compressive toughness, it's enhancement sort: mixing-doped coarse-fine fiber concrete > single-doped coarse fiber concrete > single-doped fine fiber concrete> plain concrete.
机译:通过30个普通混凝土和聚丙烯纤维混凝土试样的压缩试验,尺寸为100mm×100mm×100mm,研究了不同尺度的聚丙烯纤维和混合纤维对混凝土抗压强度和压缩变形的影响。结果表明:单掺杂纤维混凝土的抗压强度几乎没有提高混凝土抗压强度,有些甚至升温,但混合掺杂的粗细纤维增加了6.2%〜13.7%。掺杂纤维可以提高混凝土压缩韧性,这是增强分类:混合掺杂粗纤维混凝土>单掺杂粗纤维混凝土>单掺杂精细纤维混凝土>普通混凝土。

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