Beam buckling analysis in peridynamic framework
Yang, Zhenghao and Naumenko, Konstantin and Altenbach, Holm and Ma, Chien-Ching and Oterkus, Erkan and Oterkus, Selda (2022) Beam buckling analysis in peridynamic framework. Archive of Applied Mechanics, 92. 3503–3514. ISSN 0939-1533 (https://doi.org/10.1007/s00419-022-02245-8)
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Abstract
Peridynamics is a non-local continuum theory which accounts for long range internal force/moment interactions. Peridynamic equations of motion are integro-differential equations and only few analytical solutions to these equations are available. The aim of this paper is to formulate governing equations for buckling of beams and to derive analytical solutions for critical buckling loads based on the non-linear peridynamic beam theory. For three types of boundary conditions explicit expressions for the buckling loads are presented. The results are compared with the classical results for buckling loads. A very good agreement between the non-local and the classical theories is observed for the case of the small horizon sizes which shows the capability of the current approach. The results show that with an increase of the horizon size the critical buckling load slightly decreases for the fixed overall stiffness of the beam.
ORCID iDs
Yang, Zhenghao, Naumenko, Konstantin, Altenbach, Holm, Ma, Chien-Ching, Oterkus, Erkan ORCID: https://orcid.org/0000-0002-4614-7214 and Oterkus, Selda ORCID: https://orcid.org/0000-0003-0474-0279;-
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Item type: Article ID code: 81777 Dates: DateEventDecember 2022Published2 September 2022Published Online8 August 2022AcceptedSubjects: Technology > Hydraulic engineering. Ocean engineering Department: Faculty of Engineering > Naval Architecture, Ocean & Marine Engineering
Strategic Research Themes > Society and Policy
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Strategic Research Themes > Advanced Manufacturing and MaterialsDepositing user: Pure Administrator Date deposited: 09 Aug 2022 14:22 Last modified: 11 Nov 2024 13:35 Related URLs: URI: https://strathprints.strath.ac.uk/id/eprint/81777