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Static mechanical properties and impact resistance of amorphous metallic fiber-reinforced concrete

机译:非晶态金属纤维增强混凝土的静态力学性能和抗冲击性

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This study examined the effect that the thin plate shape of the amorphous metallic fibers has on the attainability of the mixing conditions, the static mechanic properties, and the impact resistance of concrete and cement composites (mortar) to those of hooked-end steel fibers. The amorphous metallic fiber-reinforced concrete was found to lose a significant amount of its flowability as a result of mixing, relative to the hooked-end steel fiber reinforced concrete. The hooked-end steel fiber exhibited pull-out from the matrix after the peak pull-out load was attained, while the amorphous metallic fiber with the large bond-specific surface area was not pulled out from the matrix, but was instead cut off. In terms of impact resistance, the amorphous metallic fiber reinforced concrete was found to be more effective at resisting cracking than the hooked-end steel fiber reinforced concrete. Therefore, amorphous metallic fiber should be used in fiber reinforced cement composite materials and structures, for structural materials, and for protection panels. (C) 2015 Elsevier Ltd. All rights reserved.
机译:这项研究研究了非晶态金属纤维的薄板形状对混合条件的可达到性,静态力学性能以及混凝土和水泥复合材料(砂浆)对带钩端部钢纤维的抗冲击性的影响。相对于钩端钢纤维增强混凝土,发现无定形金属纤维增强混凝土由于混合而损失了大量的流动性。在达到峰值拉出载荷之后,钩端钢纤维表现出从基体中拉出,而具有大的粘结比表面积的非晶态金属纤维没有从基体中拉出,而是被切断。就抗冲击性而言,发现无定形金属纤维增强混凝土比钩端钢纤维增强混凝土在抗裂方面更有效。因此,非晶态金属纤维应用于纤维增强水泥复合材料和结构,结构材料和防护板。 (C)2015 Elsevier Ltd.保留所有权利。

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