Experimental and analytical study on non-tip initiation behavior of three-dimensional non-planar cracks in rock-like materials

IF 5 2区 工程技术 Q1 ENGINEERING, MECHANICAL
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Abstract

The presence of fractures, joints, bedding planes, and faults within rock masses results in their inherent heterogeneity and discontinuity. These structural defects alter the mechanical properties of rock masses, reducing their structural strength and stiffness, and contributing to anisotropy. In addition to planar cracks, non-planar cracks are frequently found within rock masses due to geological evolution and local stress variations. While the mechanisms of planar crack propagation and fracture in both two-dimensional and three-dimensional spaces have been extensively studied and understood, research on non-planar cracks has largely been confined to two-dimensional aspects. This study addresses the limitations by successfully creating brittle solid specimens with three-dimensional non-planar internal cracks. Uniaxial compression tests and numerical simulations were conducted to investigate the propagations and fracture behaviors of various shapes of three-dimensional non-planar internal cracks. The experiments identified two primary macroscopic failure modes: symmetric non-planar internal cracks exhibiting non-tip initiation failure, and asymmetric non-planar internal cracks displaying tip initiation on the upper side and non-tip initiation on the lower side. The failure strengths of non-planar internal cracks were significantly higher than those of planar cracks, and the size of the cracks had minimal effect on their failure strengths. Notably, from initiation to failure, symmetric non-planar internal cracks did not generate any wing cracks, whereas asymmetric non-planar internal cracks were accompanied by petal-shaped cracks, wing cracks, and lance-shaped cracks. Under uniaxial compression, non-planar internal cracks propagated at extremely high speeds, resulting in rough and uneven fracture surfaces. In addition to Type III lance-shaped cracks, dynamic fracture characteristic areas and Wallner lines were also observed on the fracture surfaces. This study provides valuable insights into the fracture behavior of three-dimensional non-planar cracks and a reference basis for understanding their propagation and failure mechanisms.

类岩材料三维非平面裂缝非尖端引发行为的实验与分析研究
岩体中存在的断裂、节理、层理和断层导致了岩体固有的异质性和不连续性。这些结构缺陷会改变岩体的机械特性,降低其结构强度和刚度,并造成各向异性。除平面裂缝外,由于地质演变和局部应力变化,岩体中还经常出现非平面裂缝。虽然平面裂缝在二维和三维空间中的扩展和断裂机制已经得到了广泛的研究和理解,但对非平面裂缝的研究却大多局限于二维方面。本研究通过成功制作具有三维非平面内部裂缝的脆性固体试样,解决了上述局限性。通过单轴压缩试验和数值模拟,研究了各种形状的三维非平面内部裂纹的扩展和断裂行为。实验确定了两种主要的宏观失效模式:对称非平面内部裂缝表现为非尖端起始失效;非对称非平面内部裂缝表现为上侧尖端起始,下侧非尖端起始。非平面内部裂缝的破坏强度明显高于平面裂缝,而裂缝的大小对其破坏强度的影响微乎其微。值得注意的是,对称的非平面内部裂缝从产生到破坏都没有产生翼状裂缝,而非对称的非平面内部裂缝则伴随着花瓣状裂缝、翼状裂缝和长矛状裂缝。在单轴压缩条件下,非平面内部裂纹以极快的速度扩展,导致断裂表面粗糙不平。除了 III 型长矛状裂纹外,在断裂面上还观察到动态断裂特征区域和 Wallner 线。这项研究为了解三维非平面裂纹的断裂行为提供了宝贵的见解,也为理解其扩展和破坏机制提供了参考依据。
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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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