{"title":"The Influence of the Ageing Process on the Mechanical Properties of Cement Mortars with Nano-SiO2 Admixture Initially Subjected to Thermal Treatment †","authors":"E. Horszczaruk, P. Łukowski","doi":"10.3390/materproc2023013020","DOIUrl":null,"url":null,"abstract":": The research aimed to evaluate the effect of nano-silica (NS) on the strength recovery of the previously heated cement mortars. One hundred twenty cement mortar specimens were prepared with 1% to 5% of NS. The specimens were heated at temperatures ranging from 200 ◦ C to 800 ◦ C. Half of the samples, after heating and cooling, were mechanically tested. The other half of the specimens were stored for 24 months in 90% relative humidity. The presence of NS fostered partial recovery of the compressive strength of the heated mortars. The cement mortars regained more than 40% of their compressive strength after heating at 400 ◦ C and about 25% after heating at 600 ◦ C. The strength recovery phenomenon faded away at 800 ◦ C.","PeriodicalId":298795,"journal":{"name":"10th MATBUD’2023 Scientific-Technical Conference","volume":"30 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-02-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"10th MATBUD’2023 Scientific-Technical Conference","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.3390/materproc2023013020","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
: The research aimed to evaluate the effect of nano-silica (NS) on the strength recovery of the previously heated cement mortars. One hundred twenty cement mortar specimens were prepared with 1% to 5% of NS. The specimens were heated at temperatures ranging from 200 ◦ C to 800 ◦ C. Half of the samples, after heating and cooling, were mechanically tested. The other half of the specimens were stored for 24 months in 90% relative humidity. The presence of NS fostered partial recovery of the compressive strength of the heated mortars. The cement mortars regained more than 40% of their compressive strength after heating at 400 ◦ C and about 25% after heating at 600 ◦ C. The strength recovery phenomenon faded away at 800 ◦ C.