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Mechanical Properties of Polypropylene Fiber Concrete after High Temperature

机译:高温后聚丙烯纤维混凝土的力学性能

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With cooling tests on polypropylene fiber reinforced concrete and plain concrete that were initially subjected to different heating temperatures, the change of mechanical properties including mass loss, uniaxial compressive strength and microstructure were analyzed. The results show that the compressive strength of concrete tend to decrease with an increase in temperature. After experiencing high temperatures, the internal fibers of the polypropylene fiber reinforced concrete melted and left a large number of voids in it, thereby deteriorating the mechanical properties of concrete.
机译:通过对最初进行不同加热温度的聚丙烯纤维增强混凝土和普通混凝土的冷却试验,分析了包括质量损失,单轴抗压强度和微观结构的机械性能的变化。结果表明,混凝土的抗压强度往往随着温度的增加而降低。经过高温后,聚丙烯纤维增强混凝土的内纤维熔化并留下了大量空隙,从而降低了混凝土的机械性能。

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