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Mechanical behavior of cement-based materials reinforced with sisal fibers

机译:剑麻纤维增强水泥基材料的力学性能

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摘要

Fiber-reinforced cement composites were produced in Brazil using blast furnace slag cement reinforced with pulped fibers of sisal originated from agricultural by-products. Thin pads were produced by slurring the raw materials in water, followed by de-watering and pressing stages. Studies of mechanical behavior included observations of stable crack growth behavior under monotonic loading (resistance-curve behavior), followed by scanning electron microscopy (SEM) analysis of the fracture surfaces. Reinforcement with cellulose fibers resulted in improved fracture toughness, even after 9 months in laboratory environment. Microscopic analysis indicated a considerable incidence of crack bridging and fiber pull-out in the composite. The shielding contributions from crack bridging are estimated using a fracture mechanics model, before comparing with the measured resistance-curve behavior.
机译:纤维增强水泥复合材料是在巴西使用高炉矿渣水泥生产的,高炉矿渣水泥由源自农业副产品的剑麻纸浆纤维增强。通过在水中将原料制成浆液,然后进行脱水和压榨步骤来生产薄垫。力学行为的研究包括在单调载荷下观察到稳定的裂纹扩展行为(电阻曲线行为),然后对断裂表面进行扫描电子显微镜(SEM)分析。甚至在实验室环境中放置9个月后,使用纤维素纤维进行增强也可以提高断裂韧性。显微分析表明,复合材料中裂纹桥接和纤维拉出的可能性很高。在与测量的电阻曲线行为进行比较之前,使用断裂力学模型估算了裂纹桥接产生的屏蔽作用。

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  • 来源
    《Journal of Materials Science 》 |2006年第21期| 6938-6948| 共11页
  • 作者单位

    Rural Construction Group Faculty of Animal Science and Food Engineering University of São Paulo;

    Princeton Materials Institute and The Department of Mechanical and Aerospace Engineering Princeton University;

    Princeton Materials Institute and The Department of Mechanical and Aerospace Engineering Princeton University;

    Princeton Materials Institute and The Department of Mechanical and Aerospace Engineering Princeton University;

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