Influence of Spatially Varying Boundary Conditions Based on Material Heterogeneity

E. Ricketts, P. Cleall, Anthony Jefferson, Pierre Kerfriden, Paul Lyons
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Abstract

When conducting numerical analyses, boundary conditions are generally applied homogeneously, neglecting the inherent heterogeneity of the material being represented. Whilst the heterogeneity is often considered within the medium, its influence on the response at the boundary should also be accounted for. In this study, A novel approach to applying heterogeneous boundary conditions in the simulation of physical systems is presented, particularly focusing on moisture transport in unsaturated soils. The proposed method divides the surface into blocks or “macro-elements” and scales the boundary conditions based on the variation of material properties within these blocks. The principle of using overlapping kernel functions allows local effects to be considered, impacting neighbouring regions. To demonstrate the efficacy of the approach, a set of analyses were conducted that considered infiltration into a body of unsaturated soil, with various configurations of material properties and boundary conditions. The numerical simulations indicate that the application of scaled boundary conditions leads to a more natural and realistic response in the system. The applied method is independent on the numerical techniques employed in the simulation process, making it adaptable to existing computational codes, offering flexibility in capturing complex behaviours, and providing insights into how heterogeneity influences the system’s overall response.
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基于材料异质性的空间变化边界条件的影响
在进行数值分析时,边界条件通常是均匀施加的,忽略了所代表材料的固有异质性。虽然异质性通常是在介质内部考虑的,但其对边界响应的影响也应考虑在内。本研究提出了一种在物理系统模拟中应用异质边界条件的新方法,尤其侧重于非饱和土壤中的水分传输。所提出的方法将表面划分为若干区块或 "宏观元素",并根据这些区块内材料属性的变化来调整边界条件。使用重叠核函数的原则允许考虑局部效应,对邻近区域产生影响。为了证明该方法的有效性,我们进行了一系列分析,考虑了材料属性和边界条件的各种配置对非饱和土壤体的渗透作用。数值模拟结果表明,应用比例边界条件可使系统产生更自然、更真实的响应。所应用的方法与模拟过程中采用的数值技术无关,因此可适用于现有的计算代码,在捕捉复杂行为方面具有灵活性,并可深入了解异质性如何影响系统的整体响应。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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CiteScore
1.70
自引率
8.30%
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0
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