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Constitutive modeling of sand: Formulation of a new plasticity approach

机译:砂的本构模型:新塑性方法的制定

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A constitutive model for sand is derived based on a new theoretical framework that combines features of perfect elastoplasticity and smooth hysteresis. It resembles a bounding surface model with vanished elastic region, but with considerable modifications in that the plastic modulus is not explicitly defined, and the mapping rule is Bouc-Wen motivated and works equally well in monotonic as in stress-reversal loading. Among the proposed features, are: (a) critical state compatibility not only for monotonic but also for cyclic loading, and (b) novel plastic flow rule accounting for anisotropic distribution of the dilatancy strain ratio, d, to the normal plastic strain increments. The capability of the model in capturing complex aspects of sand behavior (e.g. cyclic mobility, static liquefaction, densification) is demonstrated through illustrative paradigms with emphasis on the physical meaning of each key-model parameter and comparisons with experimental data. (C) 2015 Elsevier Ltd. All rights reserved.
机译:基于新的理论框架,得出了本构模型,该模型结合了完美的弹塑性和光滑的磁滞特性。它类似于具有消失的弹性区域的边界表面模型,但进行了相当大的修改,因为未明确定义塑性模量,并且映射规则受Bouc-Wen激励,并且在单调和逆向加载中同样有效。在提出的特征中,包括:(a)不仅对于单调而且对于循环载荷的临界状态相容性,以及(b)新颖的塑性流动规则,说明了扩张应变比d与正常塑性应变增量的各向异性分布。通过说明性范例强调了每个关键模型参数的物理含义以及与实验数据的比较,证明了该模型捕获沙行为的复杂方面(例如循环流动性,静态液化,致密化)的能力。 (C)2015 Elsevier Ltd.保留所有权利。

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