{"title":"具有材料强度的格里菲斯相场断裂的变分公式","authors":"C. J. Larsen, J. E. Dolbow, O. Lopez-Pamies","doi":"10.1007/s10704-024-00786-3","DOIUrl":null,"url":null,"abstract":"<div><p>In this expository Note, it is shown that the Griffith phase-field theory of fracture accounting for material strength originally introduced by Kumar, Francfort, and Lopez-Pamies (J Mech Phys Solids 112, 523–551, 2018) in the form of PDEs can be recast as a variational theory. In particular, the solution pair <span>\\((\\textbf{u},v)\\)</span> defined by the PDEs for the displacement field <span>\\(\\textbf{u}\\)</span> and the phase field <i>v</i> is shown to correspond to the fields that minimize separately two different functionals, much like the solution pair <span>\\((\\textbf{u},v)\\)</span> defined by the original phase-field theory of fracture without material strength implemented in terms of alternating minimization. The merits of formulating a complete theory of fracture nucleation and propagation via such a variational approach — in terms of the minimization of two different functionals — are discussed.</p></div>","PeriodicalId":590,"journal":{"name":"International Journal of Fracture","volume":"247 3","pages":"319 - 327"},"PeriodicalIF":2.2000,"publicationDate":"2024-04-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"A variational formulation of Griffith phase-field fracture with material strength\",\"authors\":\"C. J. Larsen, J. E. Dolbow, O. Lopez-Pamies\",\"doi\":\"10.1007/s10704-024-00786-3\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>In this expository Note, it is shown that the Griffith phase-field theory of fracture accounting for material strength originally introduced by Kumar, Francfort, and Lopez-Pamies (J Mech Phys Solids 112, 523–551, 2018) in the form of PDEs can be recast as a variational theory. In particular, the solution pair <span>\\\\((\\\\textbf{u},v)\\\\)</span> defined by the PDEs for the displacement field <span>\\\\(\\\\textbf{u}\\\\)</span> and the phase field <i>v</i> is shown to correspond to the fields that minimize separately two different functionals, much like the solution pair <span>\\\\((\\\\textbf{u},v)\\\\)</span> defined by the original phase-field theory of fracture without material strength implemented in terms of alternating minimization. The merits of formulating a complete theory of fracture nucleation and propagation via such a variational approach — in terms of the minimization of two different functionals — are discussed.</p></div>\",\"PeriodicalId\":590,\"journal\":{\"name\":\"International Journal of Fracture\",\"volume\":\"247 3\",\"pages\":\"319 - 327\"},\"PeriodicalIF\":2.2000,\"publicationDate\":\"2024-04-22\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Fracture\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s10704-024-00786-3\",\"RegionNum\":3,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"MATERIALS SCIENCE, MULTIDISCIPLINARY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Fracture","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10704-024-00786-3","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"MATERIALS SCIENCE, MULTIDISCIPLINARY","Score":null,"Total":0}
A variational formulation of Griffith phase-field fracture with material strength
In this expository Note, it is shown that the Griffith phase-field theory of fracture accounting for material strength originally introduced by Kumar, Francfort, and Lopez-Pamies (J Mech Phys Solids 112, 523–551, 2018) in the form of PDEs can be recast as a variational theory. In particular, the solution pair \((\textbf{u},v)\) defined by the PDEs for the displacement field \(\textbf{u}\) and the phase field v is shown to correspond to the fields that minimize separately two different functionals, much like the solution pair \((\textbf{u},v)\) defined by the original phase-field theory of fracture without material strength implemented in terms of alternating minimization. The merits of formulating a complete theory of fracture nucleation and propagation via such a variational approach — in terms of the minimization of two different functionals — are discussed.
期刊介绍:
The International Journal of Fracture is an outlet for original analytical, numerical and experimental contributions which provide improved understanding of the mechanisms of micro and macro fracture in all materials, and their engineering implications.
The Journal is pleased to receive papers from engineers and scientists working in various aspects of fracture. Contributions emphasizing empirical correlations, unanalyzed experimental results or routine numerical computations, while representing important necessary aspects of certain fatigue, strength, and fracture analyses, will normally be discouraged; occasional review papers in these as well as other areas are welcomed. Innovative and in-depth engineering applications of fracture theory are also encouraged.
In addition, the Journal welcomes, for rapid publication, Brief Notes in Fracture and Micromechanics which serve the Journal''s Objective. Brief Notes include: Brief presentation of a new idea, concept or method; new experimental observations or methods of significance; short notes of quality that do not amount to full length papers; discussion of previously published work in the Journal, and Brief Notes Errata.