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Micromechanics-Based Durability Study of Polyvinyl Alcohol-Engineered Cementitious Composite

机译:聚乙烯醇基水泥基复合材料基于微力学的耐久性研究

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The durability of engineered cementitious composites (ECC) reinforced with polyvinyl alcohol (PVA) fiber is investigated in this paper. ECCs have been realized as ductile strain-hardening cementitious composites with tensile strain capacity up to 5%. This material is being applied in new construction and for the repair and retrofit of structures. A micromechanics-based approach is adopted in the present durability study. The micromechanics-based model relates the fiber, matrix, and interface parameters to composite properties through knowledge of microdeformation mechanisms beyond the elastic stage. Composite property changes resulting from environmental loading are expected to be a manifestation of changes in properties at the fiber, matrix, and/ or interface level. This concept is examined in this paper by experimentally determining the changes in the fiber and fiber-matrix interface properties with specimens exposed to accelerated testing and correlating such changes to changes in the ductility of composites exposed to the same accelerated testing conditions. The accelerated test used in this study is a hot water immersion test simulating a long-term hot and humid environment. It is found that the fiber-matrix interface chemical bond increases while the apparent fiber strength decreases when the exposure time reaches 26 weeks. Correspondingly the composite ductility also decreases. The micromechanical model provides a rational means of interpreting and correlating the data from these two levels of testing. Despite the deterioration, PVA-ECC is found to retain tensile ductility more than 200 times that of normal concrete or normal fiber-reinforced concrete after exposure to an equivalent of 70 years or more of hot and humid environmental conditions.
机译:本文研究了用聚乙烯醇(PVA)纤维增强的工程水泥复合材料(ECC)的耐久性。 ECC已实现为可拉伸应变硬化胶凝复合材料,其拉伸应变能力高达5%。该材料正在用于新建筑以及结构的修理和翻新。在本耐久性研究中采用了基于微力学的方法。基于微力学的模型通过了解弹性阶段以外的微变形机制,将纤维,基质和界面参数与复合材料特性相关联。预期由环境负荷引起的复合材料性能变化将是纤维,基体和/或界面层级性能变化的体现。本文通过实验确定暴露于加速试验的样品的纤维和纤维-基质界面特性的变化,并将这种变化与暴露于相同加速试验条件下的复合材料的延展性变化相关联,来研究这一概念。本研究中使用的加速测试是模拟长期湿热环境的热水浸泡测试。发现当暴露时间达到26周时,纤维-基质界面化学键增加而表观纤维强度降低。相应地,复合材料的延展性也降低。微观力学模型提供了一种合理的方法来解释和关联来自这两个测试级别的数据。尽管性能有所恶化,但在暴露于70年或以上的高温和潮湿环境条件下后,发现PVA-ECC的拉伸延展性是普通混凝土或普通纤维增强混凝土的200倍以上。

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