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首页> 外文期刊>Latin American Journal of Solids and Structures >Some Aspects on the Modelling of Microstructure Deformation Mechanisms with Gradient Truss Model (GTM) Bar Elements
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Some Aspects on the Modelling of Microstructure Deformation Mechanisms with Gradient Truss Model (GTM) Bar Elements

机译:梯度桁架模型(GTM)棒元素微观结构变形机制建模的一些方面

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Unlike the classical truss model, the constitutive equation of the gradient truss model (GTM) earlier presented by the author introduces higher order strain gradient terms and a characteristic internal length parameter: Thus, considering the interaction between macroscopic and microscopic length scales in the constitutive response. Extra non-classical boundary conditions are required to solve the governing equation. In this paper, the microstructure of a material is defined in a simple manner by representing three typical underlying phenomena based on the spatial variation of strain and three combinations of extra non-classical boundary conditions of the derivative of displacement (strain) and higher order derivative of displacement (strain gradient) imposed at the bar support. To quantify the imposed strain gradient at the bar support, a simple relation is derived. Consequently, the influence of strain, strain gradient and the characteristic internal length parameter at the microstructure during deformation is readily captured and the three underlying phenomena qualitatively modelled by the three GTM bar elements. In addition, strengthening and weakening mechanisms in deformation are revealed. Numerical examples are presented as illustration.
机译:与经典桁​​架模型不同,作者提出的梯度桁架模型(GTM)的本构体方程介绍了更高阶的应变梯度术语和特征内部长度参数:因此,考虑到在本构响应中的宏观和微观长度尺度之间的相互作用。解决管理方程所需的额外非古典边界条件。在本文中,通过基于应变的空间变化和位移(应变)和更高阶导数的衍生物衍生物的额外非经典边界条件的三种组合来以简单的方式定义材料的微观结构。施加在杆支撑杆上的位移(应变梯度)。为了量化杆载体处的施加施加的应变梯度,推导出简单的关系。因此,容易捕获在变形期间微观结构的应变,应变梯度和特征内部长度参数的影响,并由三个GTM条元件定制建模的三个底层现象。此外,揭示了变形的强化和弱化机制。数值例子作为图示呈现。

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