Technical Papers
Sep 25, 2024

Strength Analysis of Eccentric Rectangular Hollow Section X-Joints Subjected to Axial Compression in the Brace

Publication: Journal of Structural Engineering
Volume 150, Issue 12

Abstract

This paper investigates the mechanics behavior of eccentric rectangular hollow section (ERHS) X-joints subjected to axial compression in the brace, based on which analytical formulas are established to predict the strength of the ERHS X-joints. Static testing is conducted on two ERHS X-joint and one RHS X-joint specimens under brace compression, and the corresponding finite element (FE) analysis is performed. It is found that the ultimate strength of the ERHS X-joints with a medium brace/chord width ratio (β) is 39% higher than that of the RHS X-joints. The strength and initial stiffness of the ERHS X-joints increase when β increases. Based on the load transferring mechanism, two analytical models and the corresponding equations are proposed to predict the strength of the ERHS X-joints with β0.925 and β=1.0. The proposed models are validated through experimental data and FE results.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The research of this paper was supported by the Natural Science Foundation of Zhejiang Province (No. LY20E080020).

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 150Issue 12December 2024

History

Received: Dec 26, 2023
Accepted: Jun 13, 2024
Published online: Sep 25, 2024
Published in print: Dec 1, 2024
Discussion open until: Feb 25, 2025

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Associate Professor, College of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310023, China. Email: [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803 (corresponding author). ORCID: https://orcid.org/0000-0003-3909-0325. Email: [email protected]
Shaoqi Zhong [email protected]
Graduate Student, College of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310023, China. Email: [email protected]

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