一些岩土工程问题的数值模型简化

IF 0.7 Q4 MECHANICS Studia Geotechnica et Mechanica Pub Date : 2023-10-07 DOI:10.2478/sgem-2023-0016
Artur Góral, Marek Lefik, Marek Wojciechowski
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引用次数: 0

摘要

摘要提出了现实初始参考模型与简化简化模型等价的概念。在简化模型中,土壤对结构的作用被具有规定属性的层的作用所取代,这些属性由一组参数定义。这里的主要困难是找到简化理论所需的参数值。这项工作的主题是找到简化模型的参数对完整模型参数的依赖关系,包括实际的土壤行为,以确保两个模型的等效性。我们通过两个例子展示了该方法的潜力:温克勒和帕斯捷尔纳克的地面板块模型。如果两个模型在有限数量的观测点上给出相同的结果(位移),我们假设它们是等效的。建立了一个人工神经网络(ANN),以近似和记录简化模型的参数(在网络输出处)与完整模型的参数(在网络输入处给定)的依赖性。复杂网络作为一个公式,将简化模型的参数分配给用于有限元法(FEM)建模的土壤结构的真实描述。我们提出的形式主义是非常普遍的,可以应用于许多工程问题。所提出的程序完全是数值的;它允许计算简化模型的参数,而无需诉诸符号计算或额外的理论考虑。
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Reduction of Numerical Model in Some Geotechnical Problems
Abstract The concept of equivalence of the realistic, initial reference model and the simplified, reduced model is proposed. In reduced models, the action of the soil on the structure is replaced by the action of a layer with prescribed properties, defined by a set of parameters. The main difficulty here is to find the parameter values required by the simplified theory. The subject of this work is to find the dependence of the parameters of the reduced model on the parameters of the full model, including realistic soil behavior, in order to ensure the equivalence of both models. We show the potential of the method by presenting two examples: Winkler and Pasternak's model of a plate on the ground. We assume that both models are equivalent if they give identical results (displacements) at a finite number of observation points. An artificial neural network (ANN) is built in order to approximate and record the dependence of the parameters of the reduced model (at the network output) from the parameters of the full model (given at the network input). The complex network acts as a formula that assigns the parameters of the reduced model to a realistic description of the soil structure that is used for finite element method (FEM) modeling. The formalism we propose is quite general and can be applied to many engineering problems. The presented procedure is entirely numerical; it allows to calculate the parameters of the reduced model without resorting to symbolic calculations or additional theoretical considerations.
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来源期刊
CiteScore
1.30
自引率
16.70%
发文量
20
审稿时长
16 weeks
期刊介绍: An international journal ‘Studia Geotechnica et Mechanica’ covers new developments in the broad areas of geomechanics as well as structural mechanics. The journal welcomes contributions dealing with original theoretical, numerical as well as experimental work. The following topics are of special interest: Constitutive relations for geomaterials (soils, rocks, concrete, etc.) Modeling of mechanical behaviour of heterogeneous materials at different scales Analysis of coupled thermo-hydro-chemo-mechanical problems Modeling of instabilities and localized deformation Experimental investigations of material properties at different scales Numerical algorithms: formulation and performance Application of numerical techniques to analysis of problems involving foundations, underground structures, slopes and embankment Risk and reliability analysis Analysis of concrete and masonry structures Modeling of case histories
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