Dynamic direct tensile behaviours of small-scale marble under sub-zero temperatures and high strain rate loading

IF 7.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Kai Liu , Tingting Wang , Gaofeng Zhao
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引用次数: 0

Abstract

Understanding the dynamic tensile behaviour of frozen rock is essential for the design and stability of engineering structures in cold regions, where tensile cracking is the predominant failure mode in brittle rocks frequently subjected to dynamic disturbances and low temperatures. This paper presents a novel dynamic direct tension setup based on a dogbone-shaped rock specimen and a Hopkinson tensile bar system, which is integrated with a specialized environmental chamber and high-speed Digital Image Correlation (DIC). This setup enables precise investigation of rock tensile behaviour across a range of strain rates and temperatures, including sub-zero conditions. The method of characteristics is proposed to decouple the superimposed incident and reflected waves caused by the extended length of the striker bar. Pixel-based virtual extensometers from DIC confirm the validity of dynamic tensile tests by detecting misalignment or bending waves and capture the real-time cracking process as well as dynamic tensile strain with high precision. Dynamic direct tensile tests of small-scale specimen were performed at 20, -25, −55 and −70 °C using dry and saturated marble with a dogbone shape. The dynamic tensile strength of saturated marble increased from 6.10 MPa to 11.62 MPa, corresponding to an enhancement factor of 1.90. The results show significant temperature and rate dependencies in dynamic tensile strength, which increases as both ambient temperature decreases and strain rate increases. This behaviour is attributed to the transition of unfrozen water into ice, emphasizing the role of ice in filling pores and strengthening ice-rock interfaces. Intergranular microcracks are predominant during high-rate tensile testing at each low temperature. Furthermore, compared to dry marble, the fracture surface of saturated marble shows a number of transgranular cracks, resulting in the accumulation of debris. The findings hold valuable implications for blasting designs and dynamic disaster prevention in cold regions, such as high-altitude or deep space mining.
低温下高应变率加载下小尺度大理岩的动态直接拉伸特性
了解冰冻岩石的动态拉伸行为对于寒冷地区工程结构的设计和稳定至关重要,在寒冷地区,拉伸开裂是脆性岩石经常受到动力干扰和低温的主要破坏模式。本文提出了一种基于狗骨状岩石试件和霍普金森拉伸杆系统的新型动态直接拉伸装置,该装置与专用环境室和高速数字图像相关(DIC)相结合。这种装置可以精确地研究岩石在各种应变速率和温度下的拉伸行为,包括零度以下的条件。提出了一种特征波解耦方法,以消除因冲击杆长度延长而产生的入射波和反射波叠加。DIC基于像素的虚拟拉伸仪通过检测错位或弯曲波来验证动态拉伸试验的有效性,并以高精度捕获实时开裂过程和动态拉伸应变。在20、-25、- 55和- 70°C的条件下,使用狗骨形状的干燥和饱和大理石进行小尺寸试样的动态直接拉伸试验。饱和大理岩的动抗拉强度由6.10 MPa提高到11.62 MPa,增强系数为1.90。结果表明,动态拉伸强度随环境温度的降低和应变速率的增加而增加。这种行为归因于未冻结的水向冰的转变,强调了冰在填充孔隙和加强冰岩界面中的作用。在各低温高速率拉伸试验中,晶间微裂纹占主导地位。此外,与干燥大理岩相比,饱和大理岩的断裂面出现了许多穿晶裂缝,导致岩屑堆积。这些发现对高纬度或深空采矿等寒冷地区的爆破设计和动态灾害预防具有重要意义。
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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