定向钢纤维增强地聚物强度性能试验及模型表征

Strengths of aligned steel fiber-reinforced geopolymer: Experiments and models

  • 摘要: 为研究定向钢纤维增强地聚物复合材料(Aligned steel fiber reinforced geopolymer composites, ASFRGPC)的强度性能,设计了不同地聚物配合比和钢纤维长径比的ASFRGPC试件及相应的素地聚物试件,进行了立方体抗压、棱柱体轴心抗压、立方体劈裂抗拉及棱柱体弯拉试验,探讨了受力破坏机制及强度变化规律,分析了强度间的相互关系,建立了强度表征模型。结果表明:配合比和原材料成分的差异并不显著影响素地聚物强度间的相互关系。棱柱体抗压强度与立方体抗压强度近似符合线性关系,且两者之间的比例系数与文献报道的比例系数接近;劈裂抗拉强度或弯拉强度与棱柱体抗压强度基本符合幂函数关系,澳大利亚《地聚物和碱激发混凝土结构设计规程》的推荐模型可直接用于表征它们的关系,预测值的平均绝对误差不超过12%。定向钢纤维显著改善了抗拉及抗弯性能,ASFRGPC的劈裂抗拉强度和弯拉强度相较于素地聚物分别提高了120%和100%以上,而随机分布钢纤维对劈裂抗拉强度和弯拉强度的增强往往不超过50%和80%。同时,定向钢纤维也影响抗压强度,提高垂直于轴向荷载方向的抗压强度,而降低平行于轴向荷载方向的抗压强度。ASFRGPC的强度模型可由素地聚物的强度模型结合纤维特征值的线性函数建立,劈裂抗拉强度、弯拉强度和弹性模量模型均取得了优异的预测性能,预测值的平均绝对误差均不大于5%。

     

    Abstract: To investigate the strength performance of aligned steel fiber-reinforced geopolymer composites (ASFRGPC), specimens with varying geopolymer mix proportions and steel fiber aspect ratios were designed. Tests involving cube compressive strength, prism axial compressive strength, cube splitting tensile strength, and prism flexural strength were conducted. On this ground, the failure mechanisms, strength variation patterns, and interrelations between different strengths were explored and strength characterization models were established. The results show that variations in mix proportions and material compositions have a small impact on the interrelationships between different strengths of plain geopolymer. The prism and cube compressive strengths exhibit an approximately linear relationship, with the proportional coefficient closely matching those reported in the literature. The splitting tensile strength and flexural strength demonstrate a power-law function relationship with prism compressive strength. The model recommended in Australian standard for geopolymer and alkali-activated concrete structures can directly represent these relationships, with an average absolute prediction error of less than 12%. Aligned steel fibers can significantly improve the tensile and flexural performance of ASFRGPC. Compared to plain geopolymer, the splitting tensile strength and flexural strength of ASFRGPC increased by at least 120% and 100%, respectively. In contrast, randomly distributed steel fibers typically enhanced these strengths by no more than 50% and 80%, respectively. Aligned steel fibers affect compressive strength as well. They enhance the compressive strength perpendicular to the axial load while reduce the strength parallel to the axial load. The strength model for ASFRGPC can be established as a combination of the strength model of plain geopolymer and a linear function of fiber characteristic value. The resulting models for splitting tensile strength, flexural strength, and elastic modulus achieve excellent predictive performance, with an average absolute prediction error not exceeding 5%.

     

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