Zukowski Bartosz, Dos Santos Mendonça Yasmim Gabriela, Tavares Igor José Koury, Toledo Filho Romildo Dias
Department of Civil Engineering, COPPE, Universidade Federal do Rio de Janeiro, Rio de Janeiro 21941-972, RJ, Brazil.
Department of Civil Engineering, Universidade Federal do Pará-UFPA, Av. Perimetral 2651, Belém 66077-830, PA, Brazil.
Materials (Basel). 2022 Apr 11;15(8):2808. doi: 10.3390/ma15082808.
This work presents the experimental study of hybrid cement-based composites with polyvinyl alcohol fiber (PVA) and alkali-treated, short, natural curaua fiber. The objective of this research is to develop composites reinforced with PVA and curaua fiber to present strain-hardening behavior with average crack width control. To achieve this objective, three groups of composites were investigated. The first group had only PVA fiber in volumes of 0.5, 1, and 2%. The composite with 2% PVA fiber was the only one with strain-hardening and crack width control. The second group had 0.5% PVA fiber and volume fractions of 2, 2.5, and 3% curaua fiber, and presented only deflection-hardening behavior. The third group had 1% PVA and volumes of 1, 1.5, and 2% curaua fiber, and presented strain-hardening behavior. Based on the results, the hybrid combination of 1% PVA and 1.5% curaua was the optimal mixture as it presented strain-hardening behavior and crack width control, with a lower volume of synthetic PVA fiber. Additionally, compressive strength and mix workability were calculated for the investigated composites for comparison.
本文介绍了含聚乙烯醇纤维(PVA)和碱处理天然短库拉索纤维的混杂水泥基复合材料的试验研究。本研究的目的是开发用PVA和库拉索纤维增强的复合材料,使其具有应变硬化行为并能控制平均裂缝宽度。为实现这一目标,研究了三组复合材料。第一组仅含体积分数为0.5%、1%和2%的PVA纤维。含2%PVA纤维的复合材料是唯一具有应变硬化和裂缝宽度控制性能的材料。第二组含0.5%PVA纤维以及体积分数为2%、2.5%和3%的库拉索纤维,仅呈现出挠曲硬化行为。第三组含1%PVA纤维以及体积分数为1%、1.5%和2%的库拉索纤维,呈现出应变硬化行为。基于这些结果,1%PVA和1.5%库拉索纤维的混杂组合是最佳混合物,因为它呈现出应变硬化行为和裂缝宽度控制性能,且合成PVA纤维的用量较少。此外,还计算了所研究复合材料的抗压强度和拌和物工作性以作比较。