弹性地基上均质梁稳定性的近似估计

Q2 Engineering

Engineering Transactions Pub Date : 2019-04-04 DOI:10.24423/ENGTRANS.979.20190404

I. Wstawska, K. Magnucki, P. Kȩdzia

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引用次数: 1

摘要

本文讨论了弹性地基上梁的解析解的一个命题。本文工作的主要目的是对轴压梁进行稳定性分析。提出了分析模型。假定了地基不均匀特性的形状函数。采用伽辽金法计算临界力的值。主要条件已经确定。计算了作为梁的几何和力学特性以及弹性地基的非均匀特性的函数的临界载荷。

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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Approximate Estimation of Stability of Homogeneous Beam on Elastic Foundation

The paper deals with a proposition of obtaining an analytical solution for a beam on elastic foundation. The main objective of presented work was stability analysis of the axially compressed beam. The analytical model was proposed. Shape function for inhomogeneous properties of the foundation was assumed. The Galerkin method was used to calculate the values of critical forces. Main conditions have been defined. The critical loads as a function of geometric and mechanical properties of the beam as well as inhomogeneous properties of the elastic foundation have been calculated.

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来源期刊

Engineering Transactions Engineering-Engineering (all)

CiteScore

1.40

自引率

0.00%

发文量

期刊介绍： Engineering Transactions (formerly Rozprawy Inżynierskie) is a refereed international journal founded in 1952. The journal promotes research and practice in engineering science and provides a forum for interdisciplinary publications combining mechanics with: Material science, Mechatronics, Biomechanics and Biotechnologies, Environmental science, Photonics, Information technologies, Other engineering applications. The journal publishes original papers covering a broad area of research activities including: experimental and hybrid techniques, analytical and numerical approaches. Review articles and special issues are also welcome. Following long tradition, all articles are peer reviewed and our expert referees ensure that the papers accepted for publication comply with high scientific standards. Engineering Transactions is a quarterly journal intended to be interesting and useful for the researchers and practitioners in academic and industrial communities.