On the equilibrium bifurcation of axially deformable holonomic systems: solution of a long-standing enigma

Author:

Fraldi M.12ORCID,Palumbo S.1,Cutolo A.1,Carotenuto A. R.1,Guarracino F.1

Affiliation:

1. Department of Structures for Engineering and Architecture, University of Napoli ‘Federico II’, Napoli, Italy

2. Interdisciplinary Research Center of Structural Composites for Innovative Constructions, University of Napoli ‘Federico II’, Napoli, Italy

Abstract

The stability of equilibrium is a fundamental topic in mechanics and applied sciences. Apart from its central role in most engineering fields, it also arises in many natural systems at any scale, from folding/unfolding processes of macromolecules and growth-induced wrinkling in biological tissues to meteorology and celestial mechanics. As such, a few key models represent essential benchmarks in order to gain significant insights into more complex physical phenomena. Among these models, a cornerstone is represented by a structure made of two straight axially deformable bars, connected by an elastic hinge and simply supported at the ends, which are capable of buckling under a compressive axial force. This classical example has been proposed and analysed in some depth by Feodosyev but the attention is here focused on an apparently paradoxical result given by this model, i.e. the existence of a lower bound for the axial-to-flexural stiffness ratio in order for the bifurcation to take place. This enigma is solved theoretically by showing that, differently from other classical stability problems, constitutive and geometric nonlinearities cannot be a priori disconnected and an ideal linearized axial constitutive law cannot be employed in this case. The theory is validated with an experiment, and post-buckling and energy extrema of the proposed solution are discussed as well, highlighting possible snap-back and snap-through phenomena. Finally, the results are extended to the complementary case of tensile buckling.

Funder

Ministero dell'Istruzione, dell'Università e della Ricerca

Publisher

The Royal Society

Subject

General Physics and Astronomy,General Engineering,General Mathematics

Reference39 articles.

1. Euler L. 1744 Methodus inveniendi lineas curvas maximi minimive proprietate gaudentes sive solutio problematis isoperimetrici latissimo sensu accepti. apud Marcum-Michaelem Bousquet & socios.

2. Timoshenko SP, Gere JM. 1961 Theory of elastic stability. New York, NY: McGraw-Hill.

3. Bažant Z, Cedolin L. 1991 Stability of structures: elastic, inelastic, fracture and damage theories. Oxford, UK: Oxford University Press.

4. Mechanics of Incremental Deformation

5. Shear Buckling of Sandwich, Fiber Composite and Lattice Columns, Bearings, and Helical Springs: Paradox Resolved

Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Bimodal buckling governs human fingers’ luxation;Proceedings of the National Academy of Sciences;2023-10-23

2. Towards predicting shear-banding instabilities in lipid monolayers;Journal of the Mechanical Behavior of Biomedical Materials;2023-05

3. Actomyosin contractility and buckling of microtubules in nucleation, growth and disassembling of focal adhesions;Biomechanics and Modeling in Mechanobiology;2022-05-25

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3