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Strain-rate effects on the tensile behavior of strain-hardening cementitious composites

机译:应变速率对应变硬化水泥基复合材料拉伸性能的影响

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摘要

This paper investigated the strain-rate effects on the tensile properties of strain-hardening cementitious composite (SHCC) and explored the underlying micromechanical sources responsible for the rate dependence. Experimental studies were carried out to reveal rate dependence in component phases, i.e. fiber, matrix, and fiber/matrix interface. A dynamic micromechanical model relating material microstructure to SHCC tensile strain-hardening under high loading rates was developed. It was found fiber stiffness, fiber strength, matrix toughness and fiber/matrix interface chemical bond strength were loading rate sensitive and they increase with loading rates in a polyvinyl alcohol fiber-reinforced SHCC (PVA-SHCC) system. These changes in component properties result in the reduction of tensile strain capacity of PVA-SHCC as the strain-rate increases from 10~(-5) to 10~(-1) s~(-1).
机译:本文研究了应变速率对应变硬化水泥基复合材料(SHCC)拉伸性能的影响,并探讨了与速率相关的潜在微机械源。进行实验研究以揭示组分相即纤维,基质和纤维/基质界面中的速率依赖性。建立了在高加载速率下材料微观结构与SHCC拉伸应变硬化相关的动态微力学模型。结果发现,在聚乙烯醇纤维增强的SHCC(PVA-SHCC)系统中,纤维的刚度,纤维强度,基体韧性和纤维/基质界面化学粘合强度敏感,并且随着载荷的增加而增加。随着应变率从10〜(-5)s增加到10〜(-1)s〜(-1),这些组分性质的变化导致PVA-SHCC的拉伸应变能力降低。

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