Yue Li , Sheng-Qi Yang , De-An Zheng , Yu Song , Xiang-Xi Meng , Ke-Sheng Li
{"title":"Fatigue behaviors of pre-flawed orthoclase granite under monotonic and multi-level cyclic loadings","authors":"Yue Li , Sheng-Qi Yang , De-An Zheng , Yu Song , Xiang-Xi Meng , Ke-Sheng Li","doi":"10.1016/j.tafmec.2025.104858","DOIUrl":null,"url":null,"abstract":"<div><div>Fissures with various inclination angles are present in engineering rocky slopes, a structural geological product, profoundly influence the long-term stability of rock engineering; whereas, exploration on its macroscopic failure mechanisms and fatigue mechanical characteristics of pre-flawed granite specimens are insufficient. Therefore, this study investigated the fatigue mechanical responses and meso-macro fracture mechanisms of pre-flawed granites with different pre-flaw spaces under monotonic and multilevel fatigue loadings using the CT imaging and three-dimensional crack reconstruction technology. Results showed that the strength of granites with short, medium and long flaw-spacing and intact specimens increased sequentially. Under multilevel fatigue loading, the stiffness of pre-flawed granite produced a significant hardening and a staged increase, similar variation pattern was also reflected by the input energy density and elastic strain energy. Meanwhile, In the last fatigue stage, the damage factor of granites appeared a ‘<span><math><mrow><mfenced><mrow><munder><mrow><mspace></mspace><mspace></mspace><mspace></mspace></mrow><mo>̲</mo></munder><mspace></mspace></mrow></mfenced></mrow></math></span>’ − shaped upward trend, the damage deterioration rate of the specimens was the fastest during this stage. Finally, the type of pre-flaw spacing controlled the macroscopic failure patterns and crack network of granite. The non-uniform stresses at tips of pre-flawed flaws were responsible for inhibiting cracks development. The smaller the non-uniform stress was, crack network had the more possible properties to develop. Consequently, the crack network was more developed in granite with longer pre-flaw spacing.</div></div>","PeriodicalId":22879,"journal":{"name":"Theoretical and Applied Fracture Mechanics","volume":"136 ","pages":"Article 104858"},"PeriodicalIF":5.0000,"publicationDate":"2025-01-30","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/S0167844225000163","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}
引用次数: 0
Abstract
Fissures with various inclination angles are present in engineering rocky slopes, a structural geological product, profoundly influence the long-term stability of rock engineering; whereas, exploration on its macroscopic failure mechanisms and fatigue mechanical characteristics of pre-flawed granite specimens are insufficient. Therefore, this study investigated the fatigue mechanical responses and meso-macro fracture mechanisms of pre-flawed granites with different pre-flaw spaces under monotonic and multilevel fatigue loadings using the CT imaging and three-dimensional crack reconstruction technology. Results showed that the strength of granites with short, medium and long flaw-spacing and intact specimens increased sequentially. Under multilevel fatigue loading, the stiffness of pre-flawed granite produced a significant hardening and a staged increase, similar variation pattern was also reflected by the input energy density and elastic strain energy. Meanwhile, In the last fatigue stage, the damage factor of granites appeared a ‘’ − shaped upward trend, the damage deterioration rate of the specimens was the fastest during this stage. Finally, the type of pre-flaw spacing controlled the macroscopic failure patterns and crack network of granite. The non-uniform stresses at tips of pre-flawed flaws were responsible for inhibiting cracks development. The smaller the non-uniform stress was, crack network had the more possible properties to develop. Consequently, the crack network was more developed in granite with longer pre-flaw spacing.
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.