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首页> 外文期刊>Acta Geotechnica: An International journal for Geoengineering >Shear banding in geomaterials under extensional plane strain conditions: Physical and analytical model
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Shear banding in geomaterials under extensional plane strain conditions: Physical and analytical model

机译:拉伸平面应变条件下土工材料中的剪切带:物理和分析模型

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The shear band (SB) spacing phenomenon in geomaterials is addressed in this paper under plane strain extensional conditions. On the basis of sand box observations, a method is proposed for the prediction of the spacing between shear bands based on the so-called "bookshelf" deformation mechanism. The proposed method is based on the assumption that the material is softening inside the shear bands whereas outside the SB it undergoes elastic unloading. The underlying assumption for the prediction of SB spacing is that the material reaches the lowest possible energy rate. An analytical expression for the determination of the shear band spacing is presented taking into account the plane strain extensional deformation of the specimen. The friction due to the normal off-plane shear acting on the boundaries is then taken into account.
机译:本文解决了土工材料在平面应变扩展条件下的剪切带(SB)间距现象。在沙箱观测的基础上,提出了一种基于“书架”变形机理的剪切带间距预测方法。所提出的方法是基于以下假设:材料在剪切带内正在软化,而在SB外部则经历了弹性卸载。预测SB间距的基本假设是材料达到最低的能量速率。考虑到试样的平面应变扩展变形,给出了确定剪切带间距的解析表达式。然后考虑了由于法向平面外剪切作用在边界上而产生的摩擦。

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