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混杂纤维地质聚合物复合材料的II型断裂韧性评估

Evaluation of Mode II Fracture Toughness of Hybrid Fibrous Geopolymer Composites.

作者信息

Abid Sallal R, Murali Gunasekaran, Amran Mugahed, Vatin Nikolai, Fediuk Roman, Karelina Maria

机构信息

Civil Engineering Department, Wasit University, Kut 52001, Iraq.

School of Civil Engineering, SASTRA Deemed University, Thanjavur 613401, India.

出版信息

Materials (Basel). 2021 Jan 12;14(2):349. doi: 10.3390/ma14020349.

Abstract

This research aims to examine the fracture toughness of hybrid fibrous geopolymer composites under mode II. For this purpose, eight geopolymer mixtures were cast and tested to evaluate the influence of steel and synthetic fiber hybridization on mode II fracture response. The first mixture was plain and was kept as a reference, while steel, polypropylene and glass fibers were used in the rest seven mixtures. The first three of which were mono-reinforced with one of the three fibers, while the rest of the four were hybrids reinforced with combinations of steel and synthetic fibers. The Brazilian center notched disc and the double notched cube test configurations were used to evaluate the mode II fracture toughness of the eight mixtures. The results of the tests showed that steel fibers played the vital role in enhancing the fracture toughness, where the mixtures S1.6 and S1.3G0.3 showed the best performance. The results also showed that increasing the notch depth decreased the fracture toughness with an approximate linear decrement fashion. It was found that the use of double-notched cubes resulted in much higher fracture toughness than the Brazilian notched discs, where the ratio of normalized fracture toughness of the disc specimens to cube specimens was approximately 0.37 to 0.47. This is attributed to the concentration of stresses along one defined path in the disc specimens compared to the multi-path stresses in the cube specimens. In addition, the accompanied tensile stresses in the disc specimens may lead to a mode I fracture before the designed mode II fracture.

摘要

本研究旨在考察混杂纤维地质聚合物复合材料在II型加载模式下的断裂韧性。为此,制备并测试了八种地质聚合物混合物,以评估钢纤维与合成纤维混杂对II型断裂响应的影响。第一种混合物为素混凝土,作为参考,其余七种混合物分别使用了钢纤维、聚丙烯纤维和玻璃纤维。其中前三种分别用三种纤维中的一种进行单增强,其余四种则用钢纤维与合成纤维的组合进行混杂增强。采用巴西中心切口圆盘和双切口立方体试验构型来评估这八种混合物的II型断裂韧性。试验结果表明,钢纤维在提高断裂韧性方面起着关键作用,其中混合物S1.6和S1.3G0.3表现出最佳性能。结果还表明,增加切口深度会使断裂韧性降低,且呈近似线性递减趋势。研究发现,使用双切口立方体得到的断裂韧性远高于巴西切口圆盘,圆盘试样与立方体试样的归一化断裂韧性之比约为0.37至0.47。这是由于圆盘试样中应力沿一条确定路径集中,而立方体试样中应力为多路径分布。此外,圆盘试样中伴随的拉应力可能导致在设计的II型断裂之前发生I型断裂。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/0c61/7828241/fea3b9ba577c/materials-14-00349-g001.jpg

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