Mechanical Performance of Tube-Gusset X-Joints Enhanced by Ring Plates

Author:

Li Xiaolu1,Yang Zhe1ORCID,Zhao Yan1,Wang Xinwu1,Xue Xiaomin2,Wang Xueming3

Affiliation:

1. School of Civil Engineering, Luoyang Institute of Science and Technology, Luoyang, China

2. Department of Civil Engineering, Xi’an Jiaotong University, Xi’an, China

3. China Power Engineering Consulting Group, Xi’an, China

Abstract

This study aims to investigate the effect of the ring plate on the mechanical performance of X-type tube-gusset joints. The failure modes, ultimate strengths, and failure mechanisms of X-joints with ring plates were investigated through experiments and finite element analyses. The results indicated that the ring plate and the chord within the effective range of the ring plate constituted the primary bearing structure of the X-joint. Increases in the ring plate thickness and width increased the ultimate strength of the X-joint. By considering the forces of the braces as a superposition of the bending moment and the force acting on the gusset of the X-joint, a simplified calculation method for the ultimate strength of X-joints was established. The derivation process was validated and refined through experiments and finite element analyses. Finally, a safe and reliable formula was derived for evaluating the ultimate strength of X-joints.

Funder

Science and Technology Department, Henan Province

Publisher

Hindawi Limited

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