{"title":"混凝土冻融断裂的水力-热力-力学耦合围动力模型","authors":"Jiaming Zhang, Min Yu, Xihua Chu","doi":"10.1007/s00707-024-04109-4","DOIUrl":null,"url":null,"abstract":"<div><p>This study proposes a coupled hydro-thermo-mechanical scheme for freeze–thaw fracture of concrete based on the intermediately-homogenized peridynamic model. The strain of three-dimensional concrete prisms predicted by the present scheme is closer to the experimental measurements, and the predicted temperature and pore water pressure are in acceptable agreement with the finite element results. In addition, the effects of permeability and aggregate volume fraction on the mechanical properties and fractures of concrete during the freeze–thaw process are investigated. The results indicate that higher permeability decreases pore water pressure, crystallization pressure, and freezing strain, leading to fewer cracks and less overall damage in the specimens. Moreover, the higher the aggregate volume fraction, the higher the maximum temperature and maximum strain, and the greater the number of cracks and overall damage of the specimen. Numerical examples show the model has a good performance in analyzing the fracture process and mechanism of concrete under freeze–thaw cycles.</p></div>","PeriodicalId":456,"journal":{"name":"Acta Mechanica","volume":"235 12","pages":"7475 - 7496"},"PeriodicalIF":2.3000,"publicationDate":"2024-10-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Hydro-thermo-mechanical coupled peridynamic modeling of freeze–thaw fracture of concrete\",\"authors\":\"Jiaming Zhang, Min Yu, Xihua Chu\",\"doi\":\"10.1007/s00707-024-04109-4\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>This study proposes a coupled hydro-thermo-mechanical scheme for freeze–thaw fracture of concrete based on the intermediately-homogenized peridynamic model. The strain of three-dimensional concrete prisms predicted by the present scheme is closer to the experimental measurements, and the predicted temperature and pore water pressure are in acceptable agreement with the finite element results. In addition, the effects of permeability and aggregate volume fraction on the mechanical properties and fractures of concrete during the freeze–thaw process are investigated. The results indicate that higher permeability decreases pore water pressure, crystallization pressure, and freezing strain, leading to fewer cracks and less overall damage in the specimens. Moreover, the higher the aggregate volume fraction, the higher the maximum temperature and maximum strain, and the greater the number of cracks and overall damage of the specimen. Numerical examples show the model has a good performance in analyzing the fracture process and mechanism of concrete under freeze–thaw cycles.</p></div>\",\"PeriodicalId\":456,\"journal\":{\"name\":\"Acta Mechanica\",\"volume\":\"235 12\",\"pages\":\"7475 - 7496\"},\"PeriodicalIF\":2.3000,\"publicationDate\":\"2024-10-02\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Acta Mechanica\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s00707-024-04109-4\",\"RegionNum\":3,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"MECHANICS\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Acta Mechanica","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s00707-024-04109-4","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"MECHANICS","Score":null,"Total":0}
Hydro-thermo-mechanical coupled peridynamic modeling of freeze–thaw fracture of concrete
This study proposes a coupled hydro-thermo-mechanical scheme for freeze–thaw fracture of concrete based on the intermediately-homogenized peridynamic model. The strain of three-dimensional concrete prisms predicted by the present scheme is closer to the experimental measurements, and the predicted temperature and pore water pressure are in acceptable agreement with the finite element results. In addition, the effects of permeability and aggregate volume fraction on the mechanical properties and fractures of concrete during the freeze–thaw process are investigated. The results indicate that higher permeability decreases pore water pressure, crystallization pressure, and freezing strain, leading to fewer cracks and less overall damage in the specimens. Moreover, the higher the aggregate volume fraction, the higher the maximum temperature and maximum strain, and the greater the number of cracks and overall damage of the specimen. Numerical examples show the model has a good performance in analyzing the fracture process and mechanism of concrete under freeze–thaw cycles.
期刊介绍:
Since 1965, the international journal Acta Mechanica has been among the leading journals in the field of theoretical and applied mechanics. In addition to the classical fields such as elasticity, plasticity, vibrations, rigid body dynamics, hydrodynamics, and gasdynamics, it also gives special attention to recently developed areas such as non-Newtonian fluid dynamics, micro/nano mechanics, smart materials and structures, and issues at the interface of mechanics and materials. The journal further publishes papers in such related fields as rheology, thermodynamics, and electromagnetic interactions with fluids and solids. In addition, articles in applied mathematics dealing with significant mechanics problems are also welcome.