{"title":"新型聚丙烯纤维和天然纤维混凝土与传统混凝土相比对抗折强度的影响","authors":"Eslavatha Thanmy, Muniyandi Tholkapiyan","doi":"10.17756/nwj.2023-s3-049","DOIUrl":null,"url":null,"abstract":"This study’s primary goal is to increase the strength of plain cement concrete. An effort has been made to research the impact of extra polypropylene fiber in regular Portland cement concrete in an effort to enhance these features of plain concrete. In this experimental investigation, flexural strength tests and flexural strength tests at 28 days for concrete of the M25 grade were conducted to determine the effects of fibers in various percentages (between 3 and 4%). The flexural beam size was taken as 500 mm x 100 mm x 100 mm. According to test re-sults, concrete with polypropylene fiber demonstrates superior performance than concrete without fiber. Comparison of both polymers reinforced concrete beam and conventional concrete beam mean value is (13.0372, 14.4730, and 16.0122), standard deviation is (0.20096, 0.29784), and the standard error is (0.04737, 0.07020). The SPSS (Statistical Package for the Social Sciences) carried out has a significance of 0.000 (p < 0.05). This shows that there is a statistically significant difference between the two groups considered in this study. Fiber insertion much more improves the flexural strength of concrete.","PeriodicalId":36802,"journal":{"name":"NanoWorld Journal","volume":"11 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2023-10-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Effect of Novel Polypropylene Fiber and Natural Fiber Based Concrete Compared to Conventional Concrete with Respect to Flexural Strength\",\"authors\":\"Eslavatha Thanmy, Muniyandi Tholkapiyan\",\"doi\":\"10.17756/nwj.2023-s3-049\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"This study’s primary goal is to increase the strength of plain cement concrete. An effort has been made to research the impact of extra polypropylene fiber in regular Portland cement concrete in an effort to enhance these features of plain concrete. In this experimental investigation, flexural strength tests and flexural strength tests at 28 days for concrete of the M25 grade were conducted to determine the effects of fibers in various percentages (between 3 and 4%). The flexural beam size was taken as 500 mm x 100 mm x 100 mm. According to test re-sults, concrete with polypropylene fiber demonstrates superior performance than concrete without fiber. Comparison of both polymers reinforced concrete beam and conventional concrete beam mean value is (13.0372, 14.4730, and 16.0122), standard deviation is (0.20096, 0.29784), and the standard error is (0.04737, 0.07020). The SPSS (Statistical Package for the Social Sciences) carried out has a significance of 0.000 (p < 0.05). This shows that there is a statistically significant difference between the two groups considered in this study. Fiber insertion much more improves the flexural strength of concrete.\",\"PeriodicalId\":36802,\"journal\":{\"name\":\"NanoWorld Journal\",\"volume\":\"11 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2023-10-10\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"NanoWorld Journal\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.17756/nwj.2023-s3-049\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"Materials Science\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"NanoWorld Journal","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.17756/nwj.2023-s3-049","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"Materials Science","Score":null,"Total":0}
引用次数: 0
摘要
这项研究的主要目标是提高普通水泥混凝土的强度。我们努力研究普通波特兰水泥混凝土中额外聚丙烯纤维的影响,以增强素水泥混凝土的这些特性。在这项实验研究中,对 M25 级混凝土进行了抗折强度试验和 28 天抗折强度试验,以确定不同比例(3% 至 4%)纤维的影响。抗弯梁的尺寸为 500 毫米 x 100 毫米 x 100 毫米。测试结果表明,使用聚丙烯纤维的混凝土比不使用纤维的混凝土性能更优。聚合物加固混凝土梁与传统混凝土梁的比较平均值为(13.0372、14.4730 和 16.0122),标准偏差为(0.20096、0.29784),标准误差为(0.04737、0.07020)。SPSS(社会科学统计软件包)的显著性为 0.000(P < 0.05)。这表明,本研究中考虑的两组之间存在显著的统计学差异。纤维的插入大大提高了混凝土的抗折强度。
Effect of Novel Polypropylene Fiber and Natural Fiber Based Concrete Compared to Conventional Concrete with Respect to Flexural Strength
This study’s primary goal is to increase the strength of plain cement concrete. An effort has been made to research the impact of extra polypropylene fiber in regular Portland cement concrete in an effort to enhance these features of plain concrete. In this experimental investigation, flexural strength tests and flexural strength tests at 28 days for concrete of the M25 grade were conducted to determine the effects of fibers in various percentages (between 3 and 4%). The flexural beam size was taken as 500 mm x 100 mm x 100 mm. According to test re-sults, concrete with polypropylene fiber demonstrates superior performance than concrete without fiber. Comparison of both polymers reinforced concrete beam and conventional concrete beam mean value is (13.0372, 14.4730, and 16.0122), standard deviation is (0.20096, 0.29784), and the standard error is (0.04737, 0.07020). The SPSS (Statistical Package for the Social Sciences) carried out has a significance of 0.000 (p < 0.05). This shows that there is a statistically significant difference between the two groups considered in this study. Fiber insertion much more improves the flexural strength of concrete.