用离散元法模拟工业砂岩强度

IF 0.7 Q4 MECHANICS Studia Geotechnica et Mechanica Pub Date : 2021-10-09 DOI:10.2478/sgem-2021-0020
P. Klejment, Robert Dziedziczak, P. Łukaszewski
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引用次数: 0

摘要

摘要砂岩自古以来就是最受欢迎的建筑材料之一。它有各种各样的质地和颜色以及良好的技术参数。砂岩具有如此广泛的应用,在使用过程中会受到各种外部因素的影响。因此,了解它们的强度参数是至关重要的。我们采用了一种称为离散元法的数值方法,以非侵入性的方式检测了工业砂岩的机械强度,工业砂岩通常用作道路施工中的碎石、覆层材料、铺路石、路面瓷砖等,压缩力和磨损力或外部物体和振动的冲击。所考虑的砂岩在压缩状态下的碎裂是关于材料内部能量储存和能量释放的知识来源,以及物质内部裂缝的出现和砂岩最终碎裂成碎屑。
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Strength of industrial sandstones modelled with the Discrete Element Method
Abstract Sandstone is one of the most popular building materials since the earliest times. It has various textures and colours as well as good technical parameters. Sandstones, having such wide applications, are subjected to various external factors during the period of use. So, it is of utmost importance to have a good knowledge of their strength parameters. We employed a numerical method called Discrete Element Method to examine in a non-invasive manner the mechanical strength of industrial sandstones, that are commonly used as broken stones in road construction, cladding material, paving stones, pavement tiles and so on. Various mechanical external factors were considered, such as breaking, compressional and abrasion forces or impact by external objects and vibrations. Fragmentation of the considered sandstones under compressional regime was a source of knowledge about energy storage inside the material and energy release, as well as appearance of fractures inside the matter and final sandstone fragmentation into crumbs.
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来源期刊
CiteScore
1.30
自引率
16.70%
发文量
20
审稿时长
16 weeks
期刊介绍: An international journal ‘Studia Geotechnica et Mechanica’ covers new developments in the broad areas of geomechanics as well as structural mechanics. The journal welcomes contributions dealing with original theoretical, numerical as well as experimental work. The following topics are of special interest: Constitutive relations for geomaterials (soils, rocks, concrete, etc.) Modeling of mechanical behaviour of heterogeneous materials at different scales Analysis of coupled thermo-hydro-chemo-mechanical problems Modeling of instabilities and localized deformation Experimental investigations of material properties at different scales Numerical algorithms: formulation and performance Application of numerical techniques to analysis of problems involving foundations, underground structures, slopes and embankment Risk and reliability analysis Analysis of concrete and masonry structures Modeling of case histories
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