Verification of DEM for Granular Materials by Tests Using Aluminium Rods
Verification of DEM for Granular Materials by Tests Using Aluminium Rods
批准号:
02650343
负责人:
MATSUOKA Hajime
金额:
$1.41万
依托单位国家:
日本
项目类别:
Grant-in-Aid for General Scientific Research (C)
财政年份:
1990
资助国家:
日本
项目状态:
已结题
起止时间:
1990 至 1991
中文摘要
DEM是一种通过模拟圆盘或块之间接触点的力学特性来模拟不连续体行为的方法。它可以分析颗粒状材料的行为,如沙子和不连续的岩石。为了得到合适的分析结果,通常需要确定颗粒间的弹性常数、黏度系数、摩擦系数等参数,以及颗粒大小等参数。利用圆棒间接触理论,尽可能准确地确定了铝棒间的弹性常数。提出了一种在棒材实际受力情况下测量棒材间摩擦系数的方法。采用准确参数的DEM模拟结果与等直径铝棒规则填料的直剪箱试验结果进行了比较。结果表明,该方法能较好地模拟铝棒在直接剪切作用下的受力行为。对于不同直径的铝棒的不规则包装将作类似的比较。对极轻填充材料EPS进行了室内模型试验,并与DEM和FEM分析结果进行了比较。通过比较,DEM比FEM更适合于解释EPS的不连续行为。
英文摘要
The DEM is a method for simulating the behaviour of a discontinuous body by modelling the mechanical properties at contact points between disks or blocks. It can analyze the behaviour of granular materials like sands and discontinuous rocks. The parameters between particles such as elastic constants, coefficients of viscosity and coefficients of friction, and the particle size are usually determined so as to obtain appropriate analytical results, The research results are summarized as follows :1. The elastic constants between aluminium rods were determined as accurately as possible by the contact theory between circular rods. A method for measuring frictional coefficients between rods under the real behaviour of rods was proposed.2. The simulation results by DEM using the accurate parameters was compared with the results of direct shear box tests on the regular packing of aluminium rods with equal diameter. It became clear from the comparison that the DEM can simulate the behaviour of aluminium rods under direct shearing exactly. A similar comparison will be made for the irregular packing of aluminium rods with different diameter.3. The model tests on EPS, a very light fill material, were carried out in the laboratory, and were compared with the analytical results by DEM and FEM. Based on the comparison, DEM is more suitable than FEM for explaining the discontinuous behaviour of EPS.
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三浦 均也: "EPS模型地盤の変形・荷重伝達実験ー画像解析手法および実験結果ー" 第27回土質工学研究発表会発表講演集. (1992)
三浦仁:《EPS模型地面的变形与荷载传递实验——图像分析方法和实验结果》第27届土壤工程研究会议论文集(1992年)。
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松岡 元: "2次元粒状体モデル実験による個別要素法解析の検討" 土木学会第46回年次学術講演会講演概要集第3部. 464-465 (1991)
Hajime Matsuoka:“使用二维颗粒模型实验进行离散元方法分析的研究”日本土木工程学会第 46 届年度学术会议摘要,第 3 部分。464-465(1991 年)
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Shu-ich Yamamoto: "Comparison of Distinct Element Method with Direct Shear Box Test on Two-dimensional Granular Materials" Proc. of 27th Japan National Conference on Soil Mechanics and Foundation Engineering. (1992)
Shu-ich Yamamoto:“二维粒状材料的离散元法与直接剪切箱试验的比较”Proc。
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山本 修一: "二次元粒状体の一面せん断試験による個別要素解析の検討" 第27回土質工学研究発表会発表講演集. (1992)
Shuichi Yamamoto:“二维粒状材料单平面剪切试验的单个元素分析研究”第27届土壤工程研究会议论文集(1992)。
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三浦 均也: "EPS模型地盤の変形・荷重伝達実験ー画像解折手法および実験結果ー" 第27回土質工学研究発表会発表講演集. (1992)
三浦仁:《EPS模型地面的变形与荷载传递实验——图像分析方法及实验结果》第27届土壤工程研究会议论文集(1992年)。
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