{"title":"水泥浆体损伤的微观力学特征:一项实验-数值研究","authors":"A. Rhardane","doi":"10.21012/FC10.235638","DOIUrl":null,"url":null,"abstract":"A modelling approach is proposed for the simulation of damage in cement pastes at the microscale. The approach takes use of recent advances in hydration modelling tools and the experimental and numerical characterization of micromechanical properties of cement paste phases. It is shown that the modelling approach can illustrate the damage behaviour of the cement matric and predict the properties of well-hydrated cement pastes. It can therefore be used to calculate the macroscopic properties of cement pastes as well as investigate the propagation of damage inside the cement paste matrix without the need for a new identification of model parameters. Some of the limitations to the presented approach are also discussed.","PeriodicalId":329531,"journal":{"name":"Proceedings of the 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures","volume":"74 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2019-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Micromechanical characterization of damage in cement pastes: an experimental-numerical study\",\"authors\":\"A. Rhardane\",\"doi\":\"10.21012/FC10.235638\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"A modelling approach is proposed for the simulation of damage in cement pastes at the microscale. The approach takes use of recent advances in hydration modelling tools and the experimental and numerical characterization of micromechanical properties of cement paste phases. It is shown that the modelling approach can illustrate the damage behaviour of the cement matric and predict the properties of well-hydrated cement pastes. It can therefore be used to calculate the macroscopic properties of cement pastes as well as investigate the propagation of damage inside the cement paste matrix without the need for a new identification of model parameters. Some of the limitations to the presented approach are also discussed.\",\"PeriodicalId\":329531,\"journal\":{\"name\":\"Proceedings of the 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures\",\"volume\":\"74 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2019-06-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Proceedings of the 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.21012/FC10.235638\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.21012/FC10.235638","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Micromechanical characterization of damage in cement pastes: an experimental-numerical study
A modelling approach is proposed for the simulation of damage in cement pastes at the microscale. The approach takes use of recent advances in hydration modelling tools and the experimental and numerical characterization of micromechanical properties of cement paste phases. It is shown that the modelling approach can illustrate the damage behaviour of the cement matric and predict the properties of well-hydrated cement pastes. It can therefore be used to calculate the macroscopic properties of cement pastes as well as investigate the propagation of damage inside the cement paste matrix without the need for a new identification of model parameters. Some of the limitations to the presented approach are also discussed.