Fatigue behaviors of pre-flawed orthoclase granite under monotonic and multi-level cyclic loadings

IF 5 2区 工程技术 Q1 ENGINEERING, MECHANICAL
Yue Li , Sheng-Qi Yang , De-An Zheng , Yu Song , Xiang-Xi Meng , Ke-Sheng Li
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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.
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来源期刊
Theoretical and Applied Fracture Mechanics
Theoretical and Applied Fracture Mechanics 工程技术-工程:机械
CiteScore
8.40
自引率
18.90%
发文量
435
审稿时长
37 days
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.
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