用于高效动态结构-土-结构相互作用建模的耦合有限元-边界元方法

Parham Azhir, Jafar Asgari Marnani, M. Panji, M. S. Rohanimanesh
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引用次数: 0

摘要

本文介绍了一种创新方法,通过将边界元素法(BEM)和有限元法(FEM)结合起来,对结构-土壤-结构相互作用(SSSI)进行数值建模。为了评估所建议方法的准确性,我们进行了一项比较研究,将其结果与传统有限元技术产生的结果进行了比较。除了精度之外,计算效率对于大规模 SSSI 问题的分析也至关重要。因此,对 BEM-FEM 耦合方法的计算性能进行了全面检查,并与独立的 FEM 方法进行了比较。这些比较结果表明,与有限元方法相比,所提出的方法具有更强的能力。与传统的有限元方法相比,新方法能提供更可靠的结果,是从事结构分析和设计的工程师和研究人员的宝贵工具。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Coupled Finite-Boundary Element Method for Efficient Dynamic Structure-Soil-Structure Interaction Modeling
This paper introduces an innovative approach to numerically model Structure–Soil-Structure Interaction (SSSI) by integrating the Boundary Element Method (BEM) and the Finite Element Method (FEM) in a coupled manner. To assess the accuracy of the proposed method, a comparative study is undertaken, comparing its outcomes with those generated by the conventional FEM technique. Alongside accuracy, the computational efficiency aspect is crucial for the analysis of large-scale SSSI problems. Hence, the computational performance of the coupled BEM–FEM method undergoes a thorough examination and is compared with that of the standalone FEM method. The results from these comparisons illustrate the superior capabilities of the proposed method in comparison to the FEM method. The novel approach provides more reliable results compared to traditional FEM methods, serving as a valuable tool for engineers and researchers involved in structural analysis and design.
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