砂-橡胶混合料剪切特性的细观力学和能量研究:橡胶含量和正压的影响

IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Zheng Hu , Qi Liu , Beibing Dai
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引用次数: 0

摘要

本文采用多体无网格法,对简单剪切条件下橡胶掺量和应力水平对砂-橡胶混合物力学行为和能量转换的影响进行了数值研究。结果表明,橡胶颗粒的存在降低了颗粒间的接触力,抑制了强力链的形成,促进了更均匀的力网。输入功主要转化为应变能、阻尼能和滑动能,其转化方式严重依赖于橡胶含量和法向应力,这两个因素决定了橡胶颗粒的可变形性和颗粒间摩擦条件下的摩擦耗散能力。橡胶颗粒的掺入也提高了应变能存储能力,这主要是由于橡胶颗粒的变形限制了颗粒的滑动和滚动行为,以及降低了颗粒表面的粗糙度。这些发现为srm的宏观和微观力学行为提供了见解,弥合了srm能量转换和力学响应之间的差距,并有助于开发更高效和可持续的岩土材料。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Micromechanical and energetic investigation of shear behavior of sand-rubber mixtures: Effect of rubber content and normal pressure
This paper presents a numerical investigation into the effect of rubber content and stress level on the mechanical behavior and energy transformation of sand-rubber mixtures (SRMs) under simple shear condition using a multibody meshfree method. The results reveal that the presence of rubber particles reduces interparticle contact forces, inhibits the formation of strong force chains, and promotes a more uniform force network. The input work is predominantly transformed into strain energy, damping energy, and slipping energy, with the transformation mode heavily dependent on the rubber content and normal stress, which govern the compressibility of SRMs in relation to rubber particles' deformability and the frictional dissipation capacity associated with interparticle friction conditions. The incorporation of rubber particles also enhances the strain energy storage capacity, which is attributed to the restricted particle slipping and rolling behaviors, as well as the diminished particle surface asperity due to rubber particle deformations. These findings provide insights into the macro- and micro-mechanical behavior of SRMs, bridging the gap between the energy transformation and the mechanical response of SRMs, and contributing to the development of more efficient and sustainable geomaterials.
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来源期刊
Computers and Geotechnics
Computers and Geotechnics 地学-地球科学综合
CiteScore
9.10
自引率
15.10%
发文量
438
审稿时长
45 days
期刊介绍: The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.
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