Analysis on Shear Resistance of Joint and Structural Mechanical Response of Assembled Composite Beam Joints

Authors

  • Ma Zhifang Zhengzhou Railway Vocational & Technical College, Zhengzhou Henan 450000, China
  • Zhang Shihao Zhengzhou Railway Vocational & Technical College, Zhengzhou Henan 450000, China
  • Guo Xiaoguang Henan Communications Planning & Design Institute Co., Ltd., Zhengzhou Henan 450000, China

DOI:

https://doi.org/10.13052/ejcm2642-2085.3264

Keywords:

Statics, fatigue properties, dynamics, composite beam joints

Abstract

This article systematically studies the shear characteristics and structural mechanical response characteristics of composite beam joints. The results indicate that the shear stiffness of the connector is between 1000 N/mm and 2500 N/mm, with high stiffness performance. Meanwhile, as the stiffness increases, the frequency of the structure shows a significant increasing trend, indicating that high stiffness helps to improve the stability of the structure. In the trend chart of shear characteristics and performance of connectors over time, the shear characteristics of connectors significantly increased between 2018 and 2023, with an average shear strength increasing from 1500 N to 2100 N, an increase of 40%. By studying the static and dynamic response characteristics, as well as the bearing capacity, stability, and fatigue performance of composite beams. The results indicate that the response characteristics of the new connector are significantly better than those of traditional connectors. Based on the research results, this article proposes strategies and suggestions for optimizing connector design and improving overall structural performance, providing important theoretical support and practical guidance for practical engineering applications. This study not only enriches the theoretical system of composite beams, but also has important significance in promoting technological progress in related fields.

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Author Biographies

Ma Zhifang, Zhengzhou Railway Vocational & Technical College, Zhengzhou Henan 450000, China

Ma Zhifang received her master’s degree in engineering from Dalian University of Technology in 2013. Currently, she serves as a lecturer in the School of Railway Engineering, Zhengzhou Railway Vocational and Technical College. Her research field mainly covers bridge engineering.

Zhang Shihao, Zhengzhou Railway Vocational & Technical College, Zhengzhou Henan 450000, China

Zhang Shihao obtained a bachelor’s degree in engineering from Liaoning University of Science and Technology in 2016, and a Master of Engineering degree in engineering from Chang’an University in 2019, currently works as an assistant teacher in the Railway Engineering School of Zhengzhou Railway Vocational and Technical College. His research fields and directions include subgrade and pavement, road disaster prediction and treatment, and new materials for construction engineering.

Guo Xiaoguang, Henan Communications Planning & Design Institute Co., Ltd., Zhengzhou Henan 450000, China

Guo Xiaoguang received his master’s degree in engineering from Northeast Forestry University in 2012. Currently, she works as a bridge engineer in Henan Communications Planning & Design Institute Co., Ltd., His research focuses on bridge design and construction technology.

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Published

2024-02-24

How to Cite

Zhifang, M. ., Shihao, Z. ., & Xiaoguang, G. . (2024). Analysis on Shear Resistance of Joint and Structural Mechanical Response of Assembled Composite Beam Joints. European Journal of Computational Mechanics, 32(06), 589–608. https://doi.org/10.13052/ejcm2642-2085.3264

Issue

Section

Data-Driven Modeling and Simulation – Theory, Methods & Applications