4.6 Article

The particle finite element method for transient granular material flow: modelling and validation

期刊

COMPUTATIONAL PARTICLE MECHANICS
卷 8, 期 1, 页码 135-155

出版社

SPRINGER INT PUBL AG
DOI: 10.1007/s40571-020-00317-6

关键词

Particle finite element method; Transient granular material flow; Constitutive modelling; Strain-rate-dependent strength; Digital image correlation

资金

  1. Lulea University of Technology
  2. Horizon 2020 Project Development of smart and flexible freight wagons and facilities for improved transport of granular multimaterials, the European Commission [636520]
  3. Project HARSHWORK, KIC RawMaterials [17152]
  4. H2020 Societal Challenges Programme [636520] Funding Source: H2020 Societal Challenges Programme

向作者/读者索取更多资源

The study presents a numerical tool for modeling dense transient granular material flow, validated against experiments. Granular materials are modeled as continuous materials using two different constitutive models. The numerical model accurately predicts the in-plane velocity field during the collapse of granular material columns, in agreement with experimental results.
The prediction of transient granular material flow is of fundamental industrial importance. The potential of using numerical methods in system design for increasing the operating efficiency of industrial processes involving granular material flow is huge. In the present study, a numerical tool for modelling dense transient granular material flow is presented and validated against experiments. The granular materials are modelled as continuous materials using two different constitutive models. The choice of constitutive models is made with the aim to predict the mechanical behaviour of a granular material during the transition from stationary to flowing and back to stationary state. The particle finite element method (PFEM) is employed as a numerical tool to simulate the transient granular material flow. Use of the PFEM enables a robust treatment of large deformations and free surfaces. The fundamental problem of collapsing rectangular columns of granular material is studied experimentally employing a novel approach for in-plane velocity measurements by digital image correlation. The proposed numerical model is used to simulate the experimentally studied column collapses. The model prediction of the in-plane velocity field during the collapse agrees well with experiments.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.6
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据