{"title":"Compressive Strength of Lightweight High-Strength Concrete Subjected to High Temperatures","authors":"Gyuyong Kim, Y. S. Kim, T. G. Lee","doi":"10.14359/51663218","DOIUrl":null,"url":null,"abstract":"The effects of high temperature on mechanical properties of high strength concrete were experimentally investigated in this paper. The effect of elevated temperatures ranging from 20 to 700°C (68 to 1292°F) on the material mechanical properties of normal-weight and lightweight aggregate high-strength concrete of 60 MPa grade was evaluated. Tests were conducted on O100 × 200 mm (3.94 × 7.87 in.) cylinder specimens. The specimens were tested under both stressed and unstressed conditions. The specimens were preloaded to 20 and 40% of their ultimate compressive strength at room temperature and subjected to temperatures ranging from 100 to 700°C (212 to 1292°F), and the compressive strength compared to that observed at 20°C (68 °F).","PeriodicalId":232163,"journal":{"name":"SP-261: 10th ACI International Conference on Recent Advances in Concrete Technology and Sustainability Issues","volume":"35 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2009-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"SP-261: 10th ACI International Conference on Recent Advances in Concrete Technology and Sustainability Issues","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14359/51663218","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
The effects of high temperature on mechanical properties of high strength concrete were experimentally investigated in this paper. The effect of elevated temperatures ranging from 20 to 700°C (68 to 1292°F) on the material mechanical properties of normal-weight and lightweight aggregate high-strength concrete of 60 MPa grade was evaluated. Tests were conducted on O100 × 200 mm (3.94 × 7.87 in.) cylinder specimens. The specimens were tested under both stressed and unstressed conditions. The specimens were preloaded to 20 and 40% of their ultimate compressive strength at room temperature and subjected to temperatures ranging from 100 to 700°C (212 to 1292°F), and the compressive strength compared to that observed at 20°C (68 °F).