{"title":"Effects of Portland cement addition on Young’s modulus of geopolymer concrete cured at ambient conditions","authors":"Ł. Anaszewicz, R. Rekucki, A. Stolarski","doi":"10.5604/01.3001.0012.8494","DOIUrl":null,"url":null,"abstract":"This paper presents the results of Young’s modulus and Poisson’s ratio tests conducted\non samples made of low-calcium fly ash-based geopolymer concrete samples and on samples with\na 10% addition of Portland cement, cured at ambient conditions. Furthermore, the measurement\nsystem, as well as sampling and sample preparation methodology, are discussed. Strain was tested\nconcurrently using resistive strain gauges and extensometer on cylinder-shaped samples with a diameter\nof 150 mm and height of 300 mm.\nKeywords: engineering, construction materials, geopolymer concrete, Young’s modulus, Poisson’s\nratio, alkali-activated concrete\n\n","PeriodicalId":232579,"journal":{"name":"Bulletin of the Military University of Technology","volume":"2 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2018-12-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of the Military University of Technology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.5604/01.3001.0012.8494","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 1
Abstract
This paper presents the results of Young’s modulus and Poisson’s ratio tests conducted
on samples made of low-calcium fly ash-based geopolymer concrete samples and on samples with
a 10% addition of Portland cement, cured at ambient conditions. Furthermore, the measurement
system, as well as sampling and sample preparation methodology, are discussed. Strain was tested
concurrently using resistive strain gauges and extensometer on cylinder-shaped samples with a diameter
of 150 mm and height of 300 mm.
Keywords: engineering, construction materials, geopolymer concrete, Young’s modulus, Poisson’s
ratio, alkali-activated concrete