砂-橡胶混合物的剪切特性:从能量转换和力链演化的解释

IF 4.2 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Ning Guo, Yihao Shi, Zheng Hu, Zhongxuan Yang
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引用次数: 0

摘要

本文采用多体无网格方法研究了橡胶颗粒对砂-橡胶混合物(SRMs)双轴剪切响应的影响,从而实现了橡胶颗粒粘弹性变形的柔性和鲁棒性建模。从不同橡胶含量(RC)的弹性应变能增量、摩擦滑移耗散和阻尼耗散的能量演化中发现,在剪切过程中,低RC试件的滑移耗散比阻尼耗散严重得多,而高RC试件的滑移耗散不那么显著。增量应变能的比例随RC的增大而增大。对srm力链网络演化的进一步研究表明,橡胶颗粒的加入通过减轻强作用力链中的颗粒旋转和弱接触中的相对滑动来促进强作用力链的稳定性。结果表明,剪切srm的能量转换与其微观组织演化有很强的相关性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Shear behaviour of sand‒rubber mixtures: interpretation from energy transformation and force chain evolution
This study investigates the effect of rubber particles on biaxial shear responses of sand‒rubber mixtures (SRMs) using a multibody meshfree method, which enables the flexible and robust modelling of visco-elastic deformation of rubber particles. From the energy evolutions in SRMs with different rubber contents (RCs), including the incremental elastic strain energy, friction slipping dissipation, and damping dissipation, it is found that the slipping dissipation is much severer than damping dissipation for specimens with lower RC, but less significant for greater RC specimens during shearing. In addition, the fraction of incremental strain energy increases with RC. Further investigations on the evolutions of force chain networks of SRMs indicate that the incorporation of rubber particles facilitates the stability of strong force chains by mitigating particle rotations in the strong force chains and relative sliding in the weak contacts. It is observed that the energy transformation in sheared SRMs has strong correlation with their microstructural evolution.
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来源期刊
Geotechnique
Geotechnique 工程技术-地球科学综合
CiteScore
9.80
自引率
10.30%
发文量
168
审稿时长
7 months
期刊介绍: Established in 1948, Géotechnique is the world''s premier geotechnics journal, publishing research of the highest quality on all aspects of geotechnical engineering. Géotechnique provides access to rigorously refereed, current, innovative and authoritative research and practical papers, across the fields of soil and rock mechanics, engineering geology and environmental geotechnics.
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