{"title":"混凝土的长期性能","authors":"H. Peycelon, C. Blanc, Caroline Mazoin","doi":"10.1080/17747120.2006.9692907","DOIUrl":null,"url":null,"abstract":"ABSTRACT The study of temperature impact on the degradation of cementitious materials has been done with an experimental and a modelling approach. Leaching degradation of CEM I and CEM V cement paste samples were realised for three temperatures (25, 50 and 85°C). These samples have been characterised using several methods (XRD, SEM-EDS and electron microprobe). On other hand the experimental protocol used allows the amount of released species and mainly calcium (Ca2+) and hydroxyls (OH−) to be followed during degradation. The concept of modelling used to describe such a type of degradation and the impact of temperature is explained. The experimental data and the modelling results are compared. Whatever the type of cement-based materials, temperature increases the degradation. This increase is mainly due to transport processes.","PeriodicalId":368904,"journal":{"name":"Revue Européenne de Génie Civil","volume":"33 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2006-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"6","resultStr":"{\"title\":\"Long-term behaviour of concrete\",\"authors\":\"H. Peycelon, C. Blanc, Caroline Mazoin\",\"doi\":\"10.1080/17747120.2006.9692907\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"ABSTRACT The study of temperature impact on the degradation of cementitious materials has been done with an experimental and a modelling approach. Leaching degradation of CEM I and CEM V cement paste samples were realised for three temperatures (25, 50 and 85°C). These samples have been characterised using several methods (XRD, SEM-EDS and electron microprobe). On other hand the experimental protocol used allows the amount of released species and mainly calcium (Ca2+) and hydroxyls (OH−) to be followed during degradation. The concept of modelling used to describe such a type of degradation and the impact of temperature is explained. The experimental data and the modelling results are compared. Whatever the type of cement-based materials, temperature increases the degradation. This increase is mainly due to transport processes.\",\"PeriodicalId\":368904,\"journal\":{\"name\":\"Revue Européenne de Génie Civil\",\"volume\":\"33 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2006-11-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"6\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Revue Européenne de Génie Civil\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1080/17747120.2006.9692907\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Revue Européenne de Génie Civil","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1080/17747120.2006.9692907","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
ABSTRACT The study of temperature impact on the degradation of cementitious materials has been done with an experimental and a modelling approach. Leaching degradation of CEM I and CEM V cement paste samples were realised for three temperatures (25, 50 and 85°C). These samples have been characterised using several methods (XRD, SEM-EDS and electron microprobe). On other hand the experimental protocol used allows the amount of released species and mainly calcium (Ca2+) and hydroxyls (OH−) to be followed during degradation. The concept of modelling used to describe such a type of degradation and the impact of temperature is explained. The experimental data and the modelling results are compared. Whatever the type of cement-based materials, temperature increases the degradation. This increase is mainly due to transport processes.