Dynamic compression behavior of columnar freshwater ice at intermediate strain rates

IF 6.7 2区 工程技术 Q1 ENGINEERING, MECHANICAL
Y.D. Sui , Z.P. Gu , J.P. Ren , J.Z. Yue , C.G. Huang , X.Q. Wu
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Abstract

Understanding the dynamic response of ice is essential for modeling ice‑related engineering problems. In this study, the dynamic compressive behavior of columnar freshwater ice at temperatures from -10 to -50°C and strain rates of 6 to 250 s-1 is obtained using a cryogenic split Hopkinson pressure bar. The effects of crystal orientation, strain rate, and temperature on the mechanical response of the ice are investigated. The results show that the strengths of ice at 0° and 90° crystal orientation increase with increasing strain rate and decreasing temperature. In addition, the columnar ice exhibits pronounced anisotropy. The peak strength at 0° orientation is significantly higher than at 90° orientation, with a near-constant strength ratio of 1.45. The failure mode of the ice is also orientation‑controlled, with axial splitting at 0°orientation and oblique shear banding at 90° orientation. A unified strength scaling law is developed, incorporating ice texture, strain rate, and temperature, and it successfully captures dynamic strength data from both the literature and the present study. This work advances the understanding of the dynamic behavior of ice and provides a unified constitutive model for analyzing ice-structure interactions.
中等应变速率下柱状淡水冰的动态压缩特性
了解冰的动态响应对于模拟与冰相关的工程问题至关重要。在这项研究中,柱状淡水冰在温度为-10至-50℃,应变速率为6至250 s-1时的动态压缩行为,使用低温分离式霍普金森压力棒。研究了晶体取向、应变速率和温度对冰力学响应的影响。结果表明:晶向为0°和90°时,冰的强度随应变速率的增大和温度的降低而增大;此外,柱状冰表现出明显的各向异性。取向为0°时的峰值强度显著高于取向为90°时的峰值强度,强度比为1.45。冰的破坏模式也受方向控制,在0°方向上表现为轴向分裂,在90°方向上表现为斜向剪切带。结合冰的织构、应变速率和温度,建立了统一的强度标度规律,并成功捕获了文献和本研究中的动强度数据。这项工作促进了对冰动力行为的理解,并为分析冰-结构相互作用提供了统一的本构模型。
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来源期刊
International Journal of Impact Engineering
International Journal of Impact Engineering 工程技术-工程:机械
CiteScore
8.70
自引率
13.70%
发文量
241
审稿时长
52 days
期刊介绍: The International Journal of Impact Engineering, established in 1983 publishes original research findings related to the response of structures, components and materials subjected to impact, blast and high-rate loading. Areas relevant to the journal encompass the following general topics and those associated with them: -Behaviour and failure of structures and materials under impact and blast loading -Systems for protection and absorption of impact and blast loading -Terminal ballistics -Dynamic behaviour and failure of materials including plasticity and fracture -Stress waves -Structural crashworthiness -High-rate mechanical and forming processes -Impact, blast and high-rate loading/measurement techniques and their applications
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