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Physical and Mechanical Properties of Ultra-High Strength and High Ductility Cementitious Composites

机译:超高强度和高延展性水泥复合材料的物理和力学性能

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A new class of fiber reinforced cementitious composites including 2.0% volume fraction of the domestically produced Polyethylene (PE) Fibers with high strength and high modulus is invited in present work, that is the Ultra-High Strength and High Ductility Cementitious Composites (UHSHDCC), which possesses exceptional combined properties of ultra-high compressive strength (exceeding 163 MPa) and ultra-high tensile ductility (more than 6%) with strain hardening and multiple cracking phenomena under quasi-static loads. Some Eco-nano admixture is mixed in it as a part of cementitious binder. The uniaxial tensile test results show that the ultimate uniaxial strength is 7.0 MPa and the average crack width at ultimate strain is 84 μm. The physical properties (like the microscopic morphology, fiber dispersion degree) of UHSHDCC were quantitatively evaluated using different modern analysis equipment like ESEM (environmental scanning electron microscopy) and fluorescence microscope, respectively. The tested mechanical and physical properties are meaningful for making clear the innate characteristics and micro-mechanisms of UHSHDCC.
机译:新的一类纤维增强水泥复合材料,包括具有高强度和高模量的国内生产的聚乙烯(PE)纤维的2.0%体积分数,即超高强度和高延展性水泥复合材料(UHSHDCC),这具有超高压缩强度(超过163MPa)和超高拉伸延展性(超过6%)的特殊组合性能,具有应变硬化和在准静态载荷下的多裂解现象。将一些生态纳米混合物混合在其中作为水泥粘合剂的一部分。单轴拉伸试验结果表明,最终的单轴强度为7.0MPa,终极菌株的平均裂缝宽度为84μm。使用ESEM(环境扫描电子显微镜)和荧光显微镜等不同的现代分析设备,定量评估UHSHDCC的物理性质(如微观形态,光纤分散度)。经过测试的机械和物理性质是有意义的,即明确UHSHDCC的先天特征和微机制。

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