Please use this identifier to cite or link to this item: https://repository.unej.ac.id/xmlui/handle/123456789/105525
Full metadata record
DC FieldValueLanguage
dc.contributor.authorMULYADI, Santoso-
dc.contributor.authorHERMAWAN, Yuni-
dc.date.accessioned2021-12-08T06:24:03Z-
dc.date.available2021-12-08T06:24:03Z-
dc.date.issued2017-09-01-
dc.identifier.issnKodeprodi#1910101#TeknikMesin-
dc.identifier.issnNIDN#0028027002-
dc.identifier.issnNIDN#0015067503-
dc.identifier.urihttp://repository.unej.ac.id//handle/123456789/105525-
dc.description.abstractDevelopment of composite technology began to grow rapidly, composites are now many who use natural fibers as a substitute for synthetic fibers. The composite function in a variety of components, among others, used for automotive, electric cars, aircraft, ships and sports equipment. Preparation of composites containing cane powder and portland cement matrix was carried out with the variables used: sugae cane powder size 0.18 mm, 0.25 mm and 0.42 mm. Steel powder sizes: 1.2 mm, 1.8 mm and 2.4 mm. The observed parameters were tensile strength and impact strength of composite materials. From this research, the optimum tensile strength value was found on the size of 0.18 mm cane powder and 1.2 mm steel powder size with a tensile strength value of 0.38 N/mm2 . The optimum impact strength value occurred on the size of 0.18 mm cane powder and 2.4 mm steel powder size with impact strength value of 1.44 J/mm2 . From the results of macro observation for the impact test results the type of fracture formed is a brittle fracture.en_US
dc.language.isoenen_US
dc.publisherInternational Journal of Latest Engineering Research and Applications ( IJLERA )en_US
dc.subjectCompositeen_US
dc.subjectSugarcaneen_US
dc.subjectTensile testen_US
dc.subjectImpact testen_US
dc.titleInfluence of Addition Steel Powder on Characteristics Biocomposite cements-Fiber Sugarcane Powderen_US
dc.typeArticleen_US
Appears in Collections:LSP-Jurnal Ilmiah Dosen



Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.