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不同相对密度和含水量下珊瑚砂的应变率效应

The Strain Rate Effects of Coral Sand at Different Relative Densities and Moisture Contents.

作者信息

Dong Kai, Jiang Kun, Ruan Wenjun

机构信息

School of Energy and Power Engineering, Nanjing University of Science and Technology, Nanjing 210094, China.

出版信息

Materials (Basel). 2023 Jun 7;16(12):4217. doi: 10.3390/ma16124217.

Abstract

A 37-mm-diameter split Hopkinson pressure bar (SHPB) apparatus was used for impact loading tests to determine the effects of the relative density and moisture content on the dynamic properties of coral sand. The stress-strain curves in the uniaxial strain compression state were obtained for different relative densities and moisture contents under strain rates between 460 s and 900 s. The results indicated that with an increase in the relative density, the strain rate becomes more insensitive to the stiffness of the coral sand. This was attributed to the variable breakage-energy efficiency at different compactness levels. Water affected the initial stiffening response of the coral sand, and the softening was correlated with the strain rate. Strength softening due to water lubrication was more significant at higher strain rates due to the higher frictional dissipation. The volumetric compressive response of the coral sand was investigated by determining the yielding characteristics. The form of the constitutive model has to be changed to the exponential form, and different stress-strain responses should be considered. We discuss the effects of the relative density and water content on the dynamic mechanical properties of coral sand and clarify the correlation with the strain rate.

摘要

采用直径为37mm的分离式霍普金森压杆(SHPB)装置进行冲击加载试验,以确定相对密度和含水量对珊瑚砂动态特性的影响。在应变率为460s至900s的情况下,获得了不同相对密度和含水量在单轴应变压缩状态下的应力-应变曲线。结果表明,随着相对密度的增加,应变率对珊瑚砂刚度的敏感度降低。这归因于不同压实程度下破碎能量效率的变化。水影响了珊瑚砂的初始硬化响应,且软化与应变率相关。由于较高的摩擦耗散,在较高应变率下,水润滑导致的强度软化更为显著。通过确定屈服特性研究了珊瑚砂的体积压缩响应。本构模型的形式必须改为指数形式,并应考虑不同的应力-应变响应。我们讨论了相对密度和含水量对珊瑚砂动态力学性能的影响,并阐明了与应变率的相关性。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c695/10302139/528bb74a7c1b/materials-16-04217-g001.jpg

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