{"title":"Durability of Carbon Fiber Reinforced Cements in Acidic Environments","authors":"N. Banthia, J. Sheng","doi":"10.14359/2408","DOIUrl":null,"url":null,"abstract":"The strength and toughness durability of Carbon Fiber Reinforced Cements (CFRC) in inorganic acidic environments was investigated by subjecting prismatic flexural specimens (15 mm x 15 mm x 150 mm) to two acidic environments (H sub 2 SO sub 4 and HNO sub 3) at the age of 28 days for up to 90 days. The pH of the two acids was maintained at 4.0 Eight CFRC mixes and three volume fractions of pitch-based carbon fibers were investigated. It was concluded that while plain unreinforced cements had considerable retrogression in their mechanical properties, carbon fiber reinforced cements had no appreciable effect on either the strength or the toughness at least for the duration of exposure investigated.","PeriodicalId":274481,"journal":{"name":"\"SP-126: Durability of Concrete: Second International Conference, Montreal, Canada 1991\"","volume":"17 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1991-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"\"SP-126: Durability of Concrete: Second International Conference, Montreal, Canada 1991\"","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14359/2408","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 2
Abstract
The strength and toughness durability of Carbon Fiber Reinforced Cements (CFRC) in inorganic acidic environments was investigated by subjecting prismatic flexural specimens (15 mm x 15 mm x 150 mm) to two acidic environments (H sub 2 SO sub 4 and HNO sub 3) at the age of 28 days for up to 90 days. The pH of the two acids was maintained at 4.0 Eight CFRC mixes and three volume fractions of pitch-based carbon fibers were investigated. It was concluded that while plain unreinforced cements had considerable retrogression in their mechanical properties, carbon fiber reinforced cements had no appreciable effect on either the strength or the toughness at least for the duration of exposure investigated.
研究了碳纤维增强水泥(CFRC)在无机酸性环境中的强度和韧性耐久性,将柱形弯曲试件(15 mm × 15 mm × 150 mm)置于28天龄的酸性环境(h2so4hno3)中长达90天。两种酸的pH值保持在4.0,研究了8种CFRC混合物和沥青基碳纤维的3种体积分数。结论是,尽管普通的未增强水泥在力学性能上有相当大的退步,但碳纤维增强水泥对强度和韧性都没有明显的影响,至少在研究的暴露时间内是如此。