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Yue, Y., Chen, T., Bai, Y., Lu, X., Wang, Y. and Musanyufu, J. (2019) Seismic Design and Analysis of Reinforced Concrete Buckling-Restrained Braced Frame Buildings with Multi-Performance Criteria. International Journal of Distributed Sensor Networks, 15. https://doi.org/10.1177/1550147719881355

has been cited by the following article:

• TITLE: A Biaxial Bending Study of H-Section Steel Member at the Ultimate State

  AUTHORS: Mohamad Mansour

  KEYWORDS: Ultimate State, h-Section, Steel Member, Biaxial Bending

  JOURNAL NAME: Open Access Library Journal, Vol.10 No.5, May 10, 2023

  ABSTRACT: The bidirectional compression bending members exhibit interactions among their strength, stiffness, and plastic deformation capacity in their two principal axis directions. Unfortunately, there is limited research on the performance of H-shaped cross-section steel members under bidirectional compression bending controlled by local instability, making it imperative to develop further research in this area. To address this issue, a finite element model was established to investigate the nonlinear performance of H-shaped cross-section members under three combinations of different width-to-thickness ratios. The study aimed to explore the basic mechanical characteristics of bidirectional compression bending of H-shaped members while analyzing the two failure modes caused by different width-thickness ratios. To determine the limit state of H-section steel members under bidirectional compression bending, the energy inflection point method was proposed based on the principle of energy conservation. Additionally, the analysis of the mean stress development of the member section indicates that the limit state of the member determined by this method is reasonable.