{"title":"Evaluation of strength parameters of plain and reinforced concrete with the addition of polypropylene fibers","authors":"A. Ajwad, Usman Ilyas, Lutufullah Muzammal, Azhan Umer, Syed Muneeb Haider","doi":"10.22581/muet1982.2401.2735","DOIUrl":null,"url":null,"abstract":"This research investigates the influence of incorporating small-diameter polypropylene fibers on the mechanical properties of concrete. The studied concrete properties include compressive strength, tensile strength, flexural strength (both plain and reinforced), shear strength, and the mitigation of shrinkage cracks. A total of 92 specimens were meticulously fabricated in the laboratory, comprising cylinders (12 inches in length and 6 inches in diameter), beams (20 x 4 x 4 inches), larger beams (60 x 9 x 9 inches), and slab panels (48 x 48 x 4 inches). During the specimen casting process, a consistent mix with a ratio of 1:2:4 and a water-cement ratio of 0.60 was consistently applied. The polypropylene fiber content varied at 0%, 0.2%, 0.4%, and 0.6% for each property examination. Results indicate a positive impact on all concrete properties studied upon the addition of polypropylene fibers. However, the optimal percentage of polypropylene fibers exhibited variability for each variable and property under investigation. This research contributes insights into the nuanced effects of polypropylene fibers on concrete properties, providing a basis for further exploration and practical application in optimizing concrete performance and durability.","PeriodicalId":44836,"journal":{"name":"Mehran University Research Journal of Engineering and Technology","volume":"33 4","pages":""},"PeriodicalIF":0.6000,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Mehran University Research Journal of Engineering and Technology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.22581/muet1982.2401.2735","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 0
Abstract
This research investigates the influence of incorporating small-diameter polypropylene fibers on the mechanical properties of concrete. The studied concrete properties include compressive strength, tensile strength, flexural strength (both plain and reinforced), shear strength, and the mitigation of shrinkage cracks. A total of 92 specimens were meticulously fabricated in the laboratory, comprising cylinders (12 inches in length and 6 inches in diameter), beams (20 x 4 x 4 inches), larger beams (60 x 9 x 9 inches), and slab panels (48 x 48 x 4 inches). During the specimen casting process, a consistent mix with a ratio of 1:2:4 and a water-cement ratio of 0.60 was consistently applied. The polypropylene fiber content varied at 0%, 0.2%, 0.4%, and 0.6% for each property examination. Results indicate a positive impact on all concrete properties studied upon the addition of polypropylene fibers. However, the optimal percentage of polypropylene fibers exhibited variability for each variable and property under investigation. This research contributes insights into the nuanced effects of polypropylene fibers on concrete properties, providing a basis for further exploration and practical application in optimizing concrete performance and durability.
本研究探讨了加入小直径聚丙烯纤维对混凝土机械性能的影响。所研究的混凝土性能包括抗压强度、抗拉强度、抗弯强度(普通强度和增强强度)、抗剪强度以及收缩裂缝的缓解。实验室共精心制作了 92 个试样,包括圆柱体(长 12 英寸,直径 6 英寸)、梁(20 x 4 x 4 英寸)、较大的梁(60 x 9 x 9 英寸)和板块(48 x 48 x 4 英寸)。在浇注试样的过程中,始终使用比例为 1:2:4 和水灰比为 0.60 的混合料。在每次性能检测中,聚丙烯纤维的含量分别为 0%、0.2%、0.4% 和 0.6%。结果表明,添加聚丙烯纤维对所研究的所有混凝土性能都有积极影响。然而,聚丙烯纤维的最佳比例对于每个变量和所研究的性能来说都存在差异。这项研究有助于深入了解聚丙烯纤维对混凝土性能的细微影响,为进一步探索和实际应用优化混凝土性能和耐久性奠定了基础。