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Numerical and experimental studies of the base pressures beneath stockpiles

机译:堆底压力的数值和实验研究

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摘要

Stockpiles are common for storage of bulk solids in many industrial sectors. One interesting phenomenon is that there is a significant dip of the base pressure beneath the apex of the pile which may have significant implications in the design of stockpile facilities and related support structures. This paper presents a numerical and experimental study of this phenomenon. Experiments have been conducted to measure the base pressure distribution under a stockpile formed with iron ore pellets and significant central stress minimum was revealed. Continuum analysis using the finite element method (FEM) was conducted to simulate the stress distribution in the test pile. It showed the critical importance of progressive pile development and nonlinear constitutive models. To investigate the underlying mechanisms further, simulations using the discrete element method (DEM) were conducted, which related well to the FEM predictions and revealed key aspects of the inter-particle force patterns. Both the FEM and DEM predictions show a dip in the base pressure distribution which is in agreement with test results, and reveal new key features of the mechanics of such piles.
机译:在许多工业领域中,储存大量散装固体的库存很普遍。一个有趣的现象是,桩顶下方的基础压力显着下降,这可能对库存设施和相关支撑结构的设计产生重大影响。本文提供了对此现象的数值和实验研究。已经进行了实验以测量由铁矿石球团形成的堆料下的基本压力分布,并且显示出显着的最小中心应力。进行了使用有限元方法(FEM)进行的连续体分析,以模拟测试桩中的应力分布。它显示了渐进式桩的发展和非线性本构模型的极端重要性。为了进一步研究潜在的机理,进行了使用离散元方法(DEM)的模拟,该模拟与FEM预测密切相关,并揭示了粒子间作用力模式的关键方面。有限元分析和DEM预测都显示出与测试结果一致的基础压力分布的下降,并揭示了这种桩的力学的新关键特征。

著录项

  • 来源
    《Granular matter》 |2011年第2期|p.133-141|共9页
  • 作者单位

    Institute for Infrastructure and Environment, Joint Research Institute for Civil and Environmental Engineering, School of Engineering,The University of Edinburgh, Edinburgh EH9 3JL, Scotland, UK;

    Institute for Infrastructure and Environment, Joint Research Institute for Civil and Environmental Engineering, School of Engineering,The University of Edinburgh, Edinburgh EH9 3JL, Scotland, UK;

    Institute for Infrastructure and Environment, Joint Research Institute for Civil and Environmental Engineering, School of Engineering,The University of Edinburgh, Edinburgh EH9 3JL, Scotland, UK;

    Institute for Infrastructure and Environment, Joint Research Institute for Civil and Environmental Engineering, School of Engineering,The University of Edinburgh, Edinburgh EH9 3JL, Scotland, UK;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    granular pile; pressure dip; contact orientation; discrete element modelling; finite element modelling; experiment;

    机译:粒状桩;压降;接触取向;离散元建模;有限元建模;实验;

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