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Tensile behavior of high-strength strain-hardening cement-based composites (HS-SHCC) made with high-performance polyethylene, aramid and PBO fibers

机译:用高性能聚乙烯,芳族聚酰胺和PBO纤维制备的高强度应变硬化水泥基复合材料(HS-SHCC)的拉伸行为

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摘要

The article at hand presents an investigation of the tensile behavior of high-strength strain-hardening cement based composites (HS-SHCC) made with four different types of dispersed high-performance polymer fibers. In particular, high-density polyethylene (HDPE), poly(p-phenylene-terephthalamide) (aramid), as-spun poly(p-phenylene-2,6-benzobisoxazole) (PBO) and high-modulus PBO fibers were examined in respect of their reinforcing effect in a high-strength, finely grained, cementitious matrix. Besides the tension experiments at the composite level, single fiber pullout tests were performed for a micromechanical characterization of each composite material. Furthermore, contact-angle measurements and microscopic investigations were carried out to assess the fibers' ability to be wetted and to explain their interaction with the cementitious matrix.
机译:手文章呈现了用四种不同类型分散的高性能聚合物纤维制成的高强度应变硬化水泥基复合材料(HS-SHCC)的拉伸行为的研究。 特别地,研究了高密度聚乙烯(HDPE),聚(对苯基 - 对苯二酰胺)(芳族聚酰胺),SS-Spun聚(对亚苯基-2,6-苯并二苯并唑)(PBO)和高模量PBO纤维 尊重它们的增强效果,以高强度,精细颗粒,水泥质基。 除了复合材料水平的张力实验之外,还对每个复合材料进行微机械表征进行单纤维拉出试验。 此外,进行接触角测量和微观调查,以评估纤维的湿润能力,并解释它们与水泥基质的相互作用。

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