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首页> 外文期刊>International Journal for Numerical and Analytical Methods in Geomechanics >Interaction between different internal length scales in strain localization analysis of fully and partially saturated porous media--the 1-D case
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Interaction between different internal length scales in strain localization analysis of fully and partially saturated porous media--the 1-D case

机译:一维情况下完全饱和和部分饱和多孔介质应变局部化分析中不同内部长度尺度之间的相互作用

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摘要

The paper analyses the interaction between two internal length scales during dynamic strain localization in multiphase porous materials The first internal length is introduced in the mathematical model by the gradient-dependent plasticity for the solid skeleton, while the second one is naturally contained in the multiphase model and is due to the seepage process of the water via Darcy's law, which induces a rate-dependent behaviour of the solid skeleton Numerical results of a one-dimensional example of water saturated porous medium demonstrate the competing effect between these two length scales. The porous medium is here treated as a multiphase continuum, with the pores filled by water and air, the last one at constant atmospheric pressure.
机译:本文分析了多相多孔材料在动态应变局部化过程中两个内部长度尺度之间的相互作用。第一个内部长度是通过固体骨架的梯度相关可塑性引入数学模型的,而第二个内部长度自然包含在多相模型中这是由于水通过达西定律的渗流过程引起了固体骨架的速率依赖性行为,而一维水饱和多孔介质实例的数值结果证明了这两种长度尺度之间的竞争效应。多孔介质在这里被视为多相连续体,其中的孔被水和空气填充,最后一个在恒定大气压下被填充。

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