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Critical load for buckling of solid wood elements with a high slenderness ratio determined based on elastica theory

  • Hiroshi Yoshihara ORCID logo EMAIL logo und Makoto Maruta
Veröffentlicht/Copyright: 7. Dezember 2021

Abstract

Buckling tests were conducted using slender specimens of western hemlock. In the tests, the slenderness ratio was varied from 132 to 418 in which elastic buckling was induced, and the values of the critical load for buckling were obtained. When the deflection of the specimen was calculated from the loading-line displacement based on elastica theory, the value of deflection/load initially decreased because the compressive deformation was more dominant than the bending deformation. In contrast, when the load increased, the bending deformation became dominant, and the deflection/load-deflection relation exhibited linearity. These tendencies indicated that the transition from compression to bending was induced around the minimum value of the deflection/load. Therefore, it was recommended to determine the critical load for buckling using the load at the minimum value of the deflection/load where the deflection was calculated from the loading-line displacement.


Corresponding author: Hiroshi Yoshihara, Faculty of Science and Engineering, Shimane University, Nishikawazu-cho 1060, Matsue, Shimane 690-8504, Japan, E-mail:

  1. Author contribution: All the authors have accepted responsibility for the entire content of this submitted manuscript and approved submission.

  2. Research funding: None declared.

  3. Conflict of interest statement: The authors declare no conflicts of interest regarding this article.

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Received: 2021-06-01
Revised: 2021-08-10
Accepted: 2021-10-20
Published Online: 2021-12-07
Published in Print: 2022-02-23

© 2021 Walter de Gruyter GmbH, Berlin/Boston

Heruntergeladen am 6.2.2026 von https://www.degruyterbrill.com/document/doi/10.1515/hf-2021-0108/pdf
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