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首页> 外文期刊>Construction and Building Materials >Investigating the effects of NaOH molarity and the geometry of PVA fibers on the post-cracking and the fracture behavior of engineered geopolymer composite
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Investigating the effects of NaOH molarity and the geometry of PVA fibers on the post-cracking and the fracture behavior of engineered geopolymer composite

机译:调查NaOH摩尔性的影响和PVA纤维几何形状对后裂纹的开裂和断裂行为

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This paper presents an experimental study on improving the post-cracking and the fracture behavior of engineered geopolymer composite containing polyvinyl alcohol (PVA) fibers. Two classes of fibers desig-nated as coarse and fine were investigated. The single fiber volume governed the total number of fibers dispersed in the unit volume of the matrix (N-v), which caused significant effects on the post-cracking and the fracture behavior of the composite. The molarity of the NaOH solution is an important parameter that controlled the geopolymerization process and affected the strength and other properties of the composite. Three different molarity of NaOH solution, 8 M, 12 M, and 16 M, were investigated. The results showed that the specimens made of 8 M matrix containing fine fibers (0.04 mm diameter and 8 mm and 12 mm in length) performed well in the post-cracking stage and satisfied the criteria for pseudo strain hardening (PSH). The direct tensile strength results showed that 8 mm and 12 mm long fine fibers in the 8 M matrix achieved the strength ratio of ultimate to the first crack strength as 1.7 and 1.66, respectively. The strength ratio criterion for PSH suggested a value greater than 1.3. Similarly, from the notched-beam bending test, the energy performance index of 8 mm, and 12 mm long fine fibers in the 8 M matrix were estimated as 7.77 and 6.52, respectively. In contrast, a value of greater than 3 is recommended for PSH behavior. Fine fibers added in the 12 M and 16 M matrix also satisfied the criteria for PSH behavior. Whereas, the coarse fibers (0.2 mm diameter and 18 mm and 24 mm in length) performed well in resisting direct compression and showed higher fracture energy and the modulus of elasticity. The best combination was observed as a 12 M matrix containing fine fibers of 0.04 mm diameter and 8 mm in length. (C) 2020 Elsevier Ltd. All rights reserved.
机译:本文介绍了改善含有聚乙烯醇(PVA)纤维的工程地缘聚合物复合物的开裂和裂缝行为的实验研究。研究了两种纤维,如粗糙和细腻的。单纤维体积控制分散在基质(N-V)的单位体积中分散的纤维总数,这对复合材料的后裂化和断裂行为产生了显着影响。 NaOH溶液的摩尔性是控制地质聚合过程并影响复合材料的强度和其他性能的重要参数。研究了NaOH溶液,8米,12米和16米的三种不同摩尔性。结果表明,在后裂解阶段,在含有细纤维(0.04mm直径和8mm和12mm的长度)的8M基质制成的标本在裂解阶段进行良好,并满足伪应变硬化(PSH)的标准。直接拉伸强度结果表明,8M矩阵中的8mm和12mm长的细纤维分别实现了最终与第一裂纹强度的强度比为1.7和1.66。 PSH的强度比标准建议值大于1.3。类似地,从脱光束弯曲试验中,8M基质中的8mm和12mm长的细纤维的能量性能指数分别估计为7.77和6.52。相比之下,推荐为PSH行为的值大于3。在12M和16M矩阵中添加的细纤维还满足了PSH行为的标准。然而,粗纤维(直径为0.2mm,长度为18毫米),在抵抗直接压缩时表现良好,并且显示出更高的骨折能量和弹性模量。观察到最佳组合作为12M基质,其细纤维直径为0.04mm,长度为8mm。 (c)2020 elestvier有限公司保留所有权利。

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