超低温作用对超高韧性水泥基复合材料抗弯性能的影响

Effect of ultra-low temperature on flexural behavior of ultra-high toughness cementitious composites

  • 摘要: 超高韧性水泥基复合材料(UHTCC)作为一种具有良好力学性能和耐久性能的新型复合材料,弯曲韧性是评价其力学性能的重要指标。为探究UHTCC材料在超低温环境下的抗弯性能,设计了5组不同纤维体积掺量的UHTCC新材料,经过深冷处理后进行四点弯曲试验,对其进行等效强度分析,提出一种适用于超低温作用后的韧性评价方式,为UHTCC在超低温领域的广泛应用提供理论基础和技术支持。研究结果表明:超低温作用后UHTCC的弯拉强度显著提升,当温度降低至−160℃,UHTCC的弯拉强度最大可提升67.67%,但表现出明显的脆性;超低温环境下1.5vol%UHTCC的强度及韧性性能提升效果最佳,但超出最优掺量后,UHTCC的性能反而略微降低。

     

    Abstract: As a new type of composite material with good mechanical properties and durability, the flexural toughness of ultra-high toughness cementitious composites (UHTCC) is an important indicator to evaluate its mechanical properties. To explore the bending performance of UHTCC materials under an ultra-low temperature environment, five groups of UHTCC materials with different fiber contents were designed. After cryogenic treatment, four-point bending tests were carried out, and the equivalent strength was analyzed. A toughness evaluation method suitable for ultra-low temperature was proposed, which provided the theoretical basis and technical support for the wide application of UHTCC in the field of ultra-low temperature. The results show that the flexural strength of UHTCC increases significantly after ultra-low temperatures. When the temperature decreases to −160℃, the flexural strength of UHTCC increases by 67.67%, but it shows obvious brittleness. In an ultra-low temperature environment, the strength and toughness of UHTCC with 1.5vol% volume fraction are the best, but the performance of UHTCC is slightly reduced after exceeding the optimal volume fraction.

     

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