Jinwen Bai , Shuquan Sun , Xudong Shi , Guorui Feng , Jun Guo , Shanyong Wang , Xinyu Yang , Kai Wang
{"title":"裂隙砂岩的动态拉伸断裂:裂隙角依赖性","authors":"Jinwen Bai , Shuquan Sun , Xudong Shi , Guorui Feng , Jun Guo , Shanyong Wang , Xinyu Yang , Kai Wang","doi":"10.1016/j.tafmec.2025.105241","DOIUrl":null,"url":null,"abstract":"<div><div>The dynamic tensile behavior of fissured rock masses critically influences the stability assessment of rock engineering structures under dynamic loading. In this study, dynamic Brazilian splitting tests were carried out on sandstone disc specimens with different prefabricated fissure angles using Split Hopkinson Pressure Bar (SHPB). Macroscopic damage characteristics—including dynamic tensile strength, energy dissipation patterns, and strain concentration—were quantitatively analyzed. Complementary PFC-FLAC coupled simulations revealed microscopic damage evolution through destructive processes and contact force distributions. Based on this, the effect of fissure angle on the damage mechanism was investigated. The results showed that dynamic peak load and reflected energy followed a concave trend with increasing fissure angle, while dissipated and transmitted energy percentages showed inverse correlations. The Strain concentration propagated along fissure direction and end-to-tip paths. Crack initiation consistently occurred at the incident bar contact point and nearest fissure tip. Damage severity followed parabolic evolution with fissure angles. The fissure angle not only had an effect on the stress extension path of the specimen during loading, but also controlled the stress redistribution of the specimen after loading. As the fissure angle increased, the crack changed from a direct tensile crack to a tensile shear crack.</div></div>","PeriodicalId":22879,"journal":{"name":"Theoretical and Applied Fracture Mechanics","volume":"141 ","pages":"Article 105241"},"PeriodicalIF":5.6000,"publicationDate":"2025-09-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Dynamic tensile fracture of fissured sandstone: Fissure angle dependence\",\"authors\":\"Jinwen Bai , Shuquan Sun , Xudong Shi , Guorui Feng , Jun Guo , Shanyong Wang , Xinyu Yang , Kai Wang\",\"doi\":\"10.1016/j.tafmec.2025.105241\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The dynamic tensile behavior of fissured rock masses critically influences the stability assessment of rock engineering structures under dynamic loading. In this study, dynamic Brazilian splitting tests were carried out on sandstone disc specimens with different prefabricated fissure angles using Split Hopkinson Pressure Bar (SHPB). Macroscopic damage characteristics—including dynamic tensile strength, energy dissipation patterns, and strain concentration—were quantitatively analyzed. Complementary PFC-FLAC coupled simulations revealed microscopic damage evolution through destructive processes and contact force distributions. Based on this, the effect of fissure angle on the damage mechanism was investigated. The results showed that dynamic peak load and reflected energy followed a concave trend with increasing fissure angle, while dissipated and transmitted energy percentages showed inverse correlations. The Strain concentration propagated along fissure direction and end-to-tip paths. Crack initiation consistently occurred at the incident bar contact point and nearest fissure tip. Damage severity followed parabolic evolution with fissure angles. The fissure angle not only had an effect on the stress extension path of the specimen during loading, but also controlled the stress redistribution of the specimen after loading. As the fissure angle increased, the crack changed from a direct tensile crack to a tensile shear crack.</div></div>\",\"PeriodicalId\":22879,\"journal\":{\"name\":\"Theoretical and Applied Fracture Mechanics\",\"volume\":\"141 \",\"pages\":\"Article 105241\"},\"PeriodicalIF\":5.6000,\"publicationDate\":\"2025-09-13\",\"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/S0167844225003994\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, MECHANICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Theoretical and Applied Fracture Mechanics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0167844225003994","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
Dynamic tensile fracture of fissured sandstone: Fissure angle dependence
The dynamic tensile behavior of fissured rock masses critically influences the stability assessment of rock engineering structures under dynamic loading. In this study, dynamic Brazilian splitting tests were carried out on sandstone disc specimens with different prefabricated fissure angles using Split Hopkinson Pressure Bar (SHPB). Macroscopic damage characteristics—including dynamic tensile strength, energy dissipation patterns, and strain concentration—were quantitatively analyzed. Complementary PFC-FLAC coupled simulations revealed microscopic damage evolution through destructive processes and contact force distributions. Based on this, the effect of fissure angle on the damage mechanism was investigated. The results showed that dynamic peak load and reflected energy followed a concave trend with increasing fissure angle, while dissipated and transmitted energy percentages showed inverse correlations. The Strain concentration propagated along fissure direction and end-to-tip paths. Crack initiation consistently occurred at the incident bar contact point and nearest fissure tip. Damage severity followed parabolic evolution with fissure angles. The fissure angle not only had an effect on the stress extension path of the specimen during loading, but also controlled the stress redistribution of the specimen after loading. As the fissure angle increased, the crack changed from a direct tensile crack to a tensile shear crack.
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.