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2024 | OriginalPaper | Buchkapitel

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

verfasst von : Kosuke Inoue, Kosuke Sato

Erschienen in: Proceedings of the International Conference of Steel and Composite for Engineering Structures

Verlag: Springer Nature Switzerland

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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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Vorheriges Kapitel Influence of Interfacial Bond Properties on the Structural Response of Concrete Bonded with FRP

Nächstes Kapitel A Mathematical Modeling of BFRP Laminated Composite Double-Chamber Mufflers Based Acoustic Transmission Loss Optimization

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Titel: Evaluation of Elastic Local Buckling Strength of Rectangular Hollow Section Members Considering Shear Bending Interaction
verfasst von: Kosuke Inoue
Kosuke Sato
Verlag: Springer Nature Switzerland
Buch: Proceedings of the International Conference of Steel and Composite for Engineering Structures
Print ISBN: 978-3-031-57223-4

Electronic ISBN: 978-3-031-57224-1

Copyright-Jahr: 2024
DOI: https://doi.org/10.1007/978-3-031-57224-1_5

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