Yunru Wang , Mao Zhou , Fengfei He , Wenyu Zhang , Feifei Qin , Shiming Dong
{"title":"Prediction of rock fracture toughness using a physics-integrated transformer model","authors":"Yunru Wang , Mao Zhou , Fengfei He , Wenyu Zhang , Feifei Qin , Shiming Dong","doi":"10.1016/j.tafmec.2026.105502","DOIUrl":null,"url":null,"abstract":"<div><div>Accurately evaluating the temperature-dependent fracture toughness of rocks is essential for ensuring the long-term stability of deep underground engineering structures. However, conventional high-temperature fracture tests are operationally complex, time-consuming, and costly, which restricts their wide application in engineering design. To address these challenges, this study proposes a physics-informed Transformer framework designed to achieve high-accuracy predictions of Mode I, Mode II, and mixed-mode I–II fracture toughness under small-sample conditions. A temperature-dependent, multi-material database consisting of 120 Center-Cracked Brazilian Disk (CCBD) test cases was established for model training and validation. By embedding physically interpretable constraints into the Transformer model, the model effectively learns nonlinear couplings among input variables, enabling a synergistic integration of physical mechanisms and data-driven prediction. The proposed model maintains excellent accuracy despite limited data availability and demonstrates strong predictive performance across different temperatures and fracture modes. The results indicate that the method provides a reliable and interpretable approach for high-temperature fracture toughness prediction, offering an efficient, economical, and engineering-practical alternative in scenarios where experimental data are difficult to obtain.</div></div>","PeriodicalId":22879,"journal":{"name":"Theoretical and Applied Fracture Mechanics","volume":"143 ","pages":"Article 105502"},"PeriodicalIF":6.0000,"publicationDate":"2026-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Theoretical and Applied Fracture Mechanics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0167844226000686","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2026/2/6 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
引用次数: 0
Abstract
Accurately evaluating the temperature-dependent fracture toughness of rocks is essential for ensuring the long-term stability of deep underground engineering structures. However, conventional high-temperature fracture tests are operationally complex, time-consuming, and costly, which restricts their wide application in engineering design. To address these challenges, this study proposes a physics-informed Transformer framework designed to achieve high-accuracy predictions of Mode I, Mode II, and mixed-mode I–II fracture toughness under small-sample conditions. A temperature-dependent, multi-material database consisting of 120 Center-Cracked Brazilian Disk (CCBD) test cases was established for model training and validation. By embedding physically interpretable constraints into the Transformer model, the model effectively learns nonlinear couplings among input variables, enabling a synergistic integration of physical mechanisms and data-driven prediction. The proposed model maintains excellent accuracy despite limited data availability and demonstrates strong predictive performance across different temperatures and fracture modes. The results indicate that the method provides a reliable and interpretable approach for high-temperature fracture toughness prediction, offering an efficient, economical, and engineering-practical alternative in scenarios where experimental data are difficult to obtain.
期刊介绍:
Theoretical and Applied Fracture Mechanics'' aims & scopes have been re-designed to cover both the theoretical, applied, and numerical aspects associated with those cracking related phenomena taking place, at a micro-, meso-, and macroscopic level, in materials/components/structures of any kind.
The journal aims to cover the cracking/mechanical behaviour of materials/components/structures in those situations involving both time-independent and time-dependent system of external forces/moments (such as, for instance, quasi-static, impulsive, impact, blasting, creep, contact, and fatigue loading). Since, under the above circumstances, the mechanical behaviour of cracked materials/components/structures is also affected by the environmental conditions, the journal would consider also those theoretical/experimental research works investigating the effect of external variables such as, for instance, the effect of corrosive environments as well as of high/low-temperature.