• 优良韧性纤维混凝土新型结构工程材料显著特点。

    An excellent toughness is the significant properly of steel fibre reinforced concrete which is a new type of structural material.

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  • 纤维混凝土主要贡献之一对变形能量吸收方面这种性能通常称为韧性

    One of the main contribution of steel fibres to concrete is in the effect to improve the energy absorption performance, and this performance is known as toughness.

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  • 按照国际标准新型仿钢丝聚丙烯合成长纤维增强高性能混凝土的工作度、含气量、强度弯曲韧性进行了试验研究。

    The experimental results for workability, air content, compressive strength and flexural toughness of modified macro polypropylene fiber reinforced high performance concrete are presented.

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  • 试验表明纤维掺量高强混凝土单轴受压应力峰值、峰值应变韧性产生了不同程度影响

    The results showed that the peak-stress, peak-strain and toughness of high-strength concrete under uniaxial compression are affected in different extents by the content of steel fiber;

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  • 通过聚丙烯纤维提高高强混凝土韧性当前重要研究方向

    But adding the polypropylene fiber to improve the toughness of high strength concrete is an important direction in present study.

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  • 此外,本文还利用不同类型纤维进行纤维高强混凝土抗压强度抗剪强度、韧性弯曲韧性试验

    Meanwhile, shear strength, splitting tensile and flexural toughness experiments have been conducted using four types of steel fiber on steel fiber reinforced high strength concrete (SFRHSC).

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  • 试验结果表明,在混凝土中掺入聚丙烯纤维可以提高混凝土韧性抑制混凝土开裂过程从而有效达到防裂目的

    The experiment result shows that adding polypropylene fiber into concrete can improve its ductility and inhibit its cracking process and ultimately achieve the cracking-control aim.

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  • 并以应力-应变全程曲线所围面积作为韧性指标,对纤维混凝土冲击荷载下特性进行对比分析

    The area of strain-stress curve is regarded as tenacity index, and the tenacity increase characteristics of the two kinds of fibers reinforced concrete were analyzed and compared.

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  • 分析结果表明:无论哪种龄期,PVA纤维混凝土韧性要比普通混凝土,且随纤维含量的增加而增大

    The result indicates:the toughness of PVA fiber concrete beams is higher than common concrete in any concrete ages, and increasing with PVA fiber volume ratios increasing.

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  • 结果表明通过纤维增强作用,超高性能混凝土抗弯强度弯曲韧性指数分别提高210以上

    Results showed that the flexual strength and the flexual toughness index of UHPC become more than 2 times and 10 times respectively of those of the matrix concrete by the reinforcement of fibers.

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  • 结果表明:混杂纤维可显著提高自密实混凝土韧性改善其破坏形态

    The effect of hybrid fiber on the toughness and failure patterns of self-compacted concrete is verified by the results of investigation.

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  • 结果表明纤维增强聚合物改性混凝土材料具有良好冲击韧性理想混凝土桥面铺装材料。

    The results show that Steel Fiber Reinforced and Polymer Modified Concrete having good impact properties, and it is one of the ideal pavement materials for concrete bridge deck.

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  • 通过试验研究了混凝土聚丙烯纤维混凝土布式混杂纤维混凝土弯曲韧性

    The flexural toughness of plain concrete, polypropylene fiber reinforced concrete and layered hybrid fiber reinforced concrete are experimentally studied.

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  • 型钢纤维相比,端部带高强钢纤维高性能混凝土弯曲韧性断裂能的提高效果更为显著。

    Compared to the marked steel fiber with lower strength, the hooked steel fiber with higher strength has better effects on the flexural toughness and fracture energy of HPC.

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  • 发明公开了一种高强韧性公路混凝土配料水泥集料、改性纤维橡胶微粒

    The invention discloses high-obdurability highway concrete, which has the ingredients of cement, coarse aggregate, fine aggregate, water, modified steel fiber and rubber microparticle.

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  • 骨料高强度纤维混凝土的抗强度、初强度、弯曲强度、弹性弯曲韧性指数等主要力学指标进行了试验研究。

    The flexural strength, first crack strength, modulus of elasticity and flexural toughness of high-strength lightweight fiber-reinforced concrete were investigated.

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  • 采用拉试验观测了聚丙烯纤维混凝土抗裂增韧性能。

    Study on the Acoustic Emission Characteristics of the Concrete Cleavage;

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  • 借助弯曲荷载-挠度全曲线,分析了纤维类型韧性指数和初裂荷载影响。结果表明,钢纤维混凝土抗弯初裂强度、极限强度和弯曲韧性纤维的增大而提高。

    Through the load-deflection curves of SFRC, the effects of fiber kinds and fiber content on the first-crack strength and the flexural toughness of SFRC were contrasted with those of concrete.

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  • 采用建议方法可以全面评价纤维密实混凝土剪切韧性

    Predictive equations are suggested for evaluation of the compressive strength and flexural strength of SFRSCC.

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  • 采用建议方法可以全面评价纤维密实混凝土剪切韧性

    Predictive equations are suggested for evaluation of the compressive strength and flexural strength of SFRSCC.

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