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Evaluation of Elastic Local Buckling Strength of Rectangular Hollow Section Members Considering Shear Bending Interaction

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Proceedings of the International Conference of Steel and Composite for Engineering Structures (ICSCES 2023)

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 486))

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Abstract

Elastic local buckling strength of rectangular hollow section members is theoretically derived considering coupling of adjacent plate elements and shear bending interaction. The effects of boundary conditions, loading conditions, and member shapes on the buckling strength are investigated. Finally, approximate formulas for calculating the buckling strength depending on bending moment gradient, cross section ratio, and aspect ratio are presented.

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References

  1. The Japan Iron and Steel Federation, “Guide for Design of Thin Plate Light Weight Steel Structures” (2014)

    Google Scholar 

  2. Mitsui, K., Ikarashi, K.: Buckling strength and behavior of elastic local buckling for cold-formed channel member under compression. J. Struct. Constr. Eng. (Trans. Architectural Inst. Japan) 86(790), 1685–1692 (2021)

    Article  Google Scholar 

  3. Mitsui, K., Ikarashi, K., Kobashi, T., Kuwada, R.: Strength and behavior of elastic distortional buckling for cold-formed channel member under compression. J. Struct. Constr. Eng. (Trans. Architectural Inst. Japan) 87(791), 139–148 (2022)

    Article  Google Scholar 

  4. Kármán, T.V., Sechler, E.E., Donnel, L.H.: The strength of thin plates in compression. Trans. ASME 54, 53–56 (1932)

    Google Scholar 

  5. Kimura, M., Inoue, T., Taniguchi, H., Hashimura, T., Komatsu, K.: Post-buckling strength of thin-plates. J. Struct. Constr. Eng. (Trans. Architectural Inst. Japan) 66(545), 135–140 (2001)

    Article  Google Scholar 

  6. Kimura, M., Ogawa, T., Hashimura, T.: Post-buckling strength of thin-plates under combined loads. J. Struct. Constr. Eng. (Trans. Architectural Inst. Japan) 68(556), 153–159 (2003)

    Article  Google Scholar 

  7. Architectural Institute of Japan, “Recommendation for the Design and Fabrication of Light Weight Steel Structures” (2002)

    Google Scholar 

  8. Schafer, B.W.: Designing cold-formed steel using the direct strength method. In: Proceedings of 18th International Specialty Conference on Cold-Formed Steel Structures (2006)

    Google Scholar 

  9. American Iron and Steel Institute, “North American Specification for the Design of Cold-Formed Steel Structural Members” (2016)

    Google Scholar 

  10. Ikarashi, K., Wang, T.: A method for evaluation of elastic buckling strength of H shaped steel member under bending-shear and axial force. J. Struct. Constr. Eng. (Trans. Architectural Inst. Japan) 72(613), 137–146 (2007)

    Article  Google Scholar 

  11. Sato, K., Ikarashi, K.: Evaluation of coupled local buckling strength of square hollow section member under biaxial bending shear force and axial force. J. Struct. Constr. Eng. (Trans. Architectural Inst. Japan) 79(706), 1909–1918 (2014)

    Article  Google Scholar 

  12. Pham, D.K., Pham, C.H., Hancock, G.J.: Explicit approach for elastic local buckling analysis of thin-walled channels under combined bending and shear. Thin-Walled Struct. 173, 108925 (2022)

    Article  Google Scholar 

  13. Vieira, L., Goncalves, R., Camotim, D.: On the local buckling of RHS members under axial force and biaxial bending. Thin-Walled Struct. 129, 10–19 (2018)

    Article  Google Scholar 

  14. Kobashi, T., Ikarashi, K., Shimizu, N.: Elastic local buckling strength and maximum strength of rectangular section members which were loaded compression and bending. J. Struct. Constr. Eng. (Trans. Architectural Inst. Japan) 84(755), 97–107 (2019)

    Article  Google Scholar 

  15. Nakano T., Sato K., Kobashi T.: Elastic local buckling strength of rectangular hollow section members under bending shear and axial compressive force. In: Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structure III, pp. 949–950 (2020)

    Google Scholar 

  16. Sato K., Nakano T., Kobashi T.: Elastic local buckling strength of plate elements of rectangular hollow section members under bending shear force. In: Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structure III, pp. 871–872 (2021)

    Google Scholar 

  17. Inoue, K., Sato, K.: Evaluation of elastic buckling strength of plate elements of rectangular hollow section members under shear bending. In: Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structure III, pp. 661–662 (2022)

    Google Scholar 

  18. Khatir, A., Tehami, M.: Finite element analysis of local buckling of steel-concrete continuous composite beams. In: Proceeding of the 2015 congress on Advanced in Structural Engineering and Mechanics (ASEM15) (2015). https://doi.org/10.13140/RG.2.1.2107.5606

  19. Khatir, A., et al.: A new hybrid PSO-YUKI for double cracks identification in CFRP cantilever beam. Compos. Struct. 311, 116803 (2023). https://doi.org/10.1016/j.compstruct.2023.116803

    Article  Google Scholar 

  20. Bettucci, E., Capozucca, R., Khatir, A., Khatir, S., Magagnini, E.: Concrete Plates Reinforced with Embedded CFRP Rods and Carbon/Steel Strips. In: Capozucca, R., Khatir, S., Milani, G. (eds) Proceedings of the International Conference of Steel and Composite for Engineering Structures. ICSCES 2022. LNCE, vol 317. Springer, Cham (2023). https://doi.org/10.1007/978-3-031-24041-6_6

  21. Architectural Institute of Japan, “Recommendation for Stability Design of Steel Structures” (2018)

    Google Scholar 

  22. Architectural Institute of Japan, “Standard for Allowable Stress Design of Steel Structures” (2019)

    Google Scholar 

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Acknowledgments

This work was supported by JSPS KAKENHI Grant Number JP20K14865.

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Authors and Affiliations

  1. Mie University, Kurimamachiyacho, Tsu, Mie, 1577, Japan

    Kosuke Inoue & Kosuke Sato

Authors
  1. Kosuke Inoue
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  2. Kosuke Sato
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Corresponding author

Correspondence to Kosuke Sato .

Editor information

Editors and Affiliations

  1. Design Engineering Laboratory, Toyota Technological Institute, Nagoya, Japan

    Brahim Benaissa

  2. DICEA, Università Politecnica delle Marche, Ancona, Italy

    Roberto Capozucca

  3. CEATS Center, Ho Chi Minh City Open University, Ho Chi Minh City, Vietnam

    Samir Khatir

  4. Dept. ABC, Politecnico di Milano, Milan, Italy

    Gabriele Milani

Appendix. Finite Element Method

Appendix. Finite Element Method

This appendix provides an overview of the buckling eigenvalue analysis by finite element method. In this study, the program Abaqus is used for the finite element analysis. Fig. A1 shows the analytical model. The model consists of 4-node shell elements. The long side of the plate elements is divided into 16 parts in the transverse direction. The short side of the plate elements is divided into from 4 to 16 parts so that each shell element approaches square. In the longitudinal direction, the plate elements are divided by 16 times the aspect ratio of web plate element. The boundary conditions and loading conditions of the analysis model are as shown in the figure.

Fig. A1.
figure 10

Finite element model in eigenvalue buckling analysis

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Inoue, K., Sato, K. (2024). Evaluation of Elastic Local Buckling Strength of Rectangular Hollow Section Members Considering Shear Bending Interaction. In: Benaissa, B., Capozucca, R., Khatir, S., Milani, G. (eds) Proceedings of the International Conference of Steel and Composite for Engineering Structures. ICSCES 2023. Lecture Notes in Civil Engineering, vol 486. Springer, Cham. https://doi.org/10.1007/978-3-031-57224-1_5

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  • DOI: https://doi.org/10.1007/978-3-031-57224-1_5

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-031-57223-4

  • Online ISBN: 978-3-031-57224-1

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