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Research on mechanical properties of C30 Model Steel Fiber Reinforced Rubber Concrete

机译:C30型钢纤维增强橡胶混凝土力学性能研究

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摘要

As a new type of modified fiber, model steel fiber has both the appearance and function of steel fiber and the advantages of synthetic fiber. In order to make up for the mechanical properties of rubber concrete, the basic mechanical properties of C30 model steel fiber content reinforced rubber concrete, including compressive strength, splitting tensile strength, flexural strength, and static elastic modulus were studied. The results show that: the rubber particles decrease concrete strength, and the lower rate of compressive strength is greater than the bending and splitting tensile strength, but the toughness of concrete is enhanced. The 6-18mesh with 10% vol. was chosen. The model steel fiber changed the damage state of rubber concrete, producing only micro cracks in the compressive, splitting tensile and flexural failure. When the model steel fiber content is 8 kg/m~3, 28 d flexural strength increases by 25.8%, the ratio of compressive strength to flexural strength and the static elastic modulus is reduced by 6.9% and 5.3%.
机译:作为一种新型改性光纤,模型钢纤维具有钢纤维的外观和功能以及合成纤维的优点。为了弥补橡胶混凝土的机械性能,研究了C30模型钢纤维含量增强橡胶混凝土的基本力学性能,包括抗压强度,分裂拉伸强度,抗弯强度和静力弹性模量。结果表明:橡胶颗粒可降低混凝土强度,较低的抗压强度大于弯曲和分裂拉伸强度,但是增强了混凝土的韧性。 6-18Mesh,10%卷。被选中。型号钢纤维改变了橡胶混凝土的损伤状态,仅在压缩,分裂拉伸和弯曲故障中产生微裂缝。当模型钢纤维含量为8kg / m〜3时,28 d弯曲强度升高25.8%,压缩强度与弯曲强度的比率和静力弹性模量的比例减少了6.9%和5.3%。

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