Research on Mechanical Characteristics and Load-bearing Behavior of Nodes of Steel Fiber Concrete Arch Bridges

Authors

  • Liu Kailiang Zhengzhou Railway Vocational & Technical College, Zhengzhou Henan 450000, China
  • Wang Sen Zhengzhou Railway Vocational & Technical College, Zhengzhou Henan 450000, China

DOI:

https://doi.org/10.13052/ejcm2642-2085.3231

Keywords:

Steel fiber reinforced concrete, arch bridge structure, Finite element method, carrying capacity

Abstract

Steel fiber reinforced concrete (SFRC) is a new type of composite material formed by dispersing discontinuous short steel fibers in a uniform and random direction throughout the concrete, which has excellent properties of tensile, shear and high toughness, can effectively improve the load-bearing capacity of arch bridges. In this paper, the mechanics of SFRP in the nodal structure of an arch bridge is initially explored by means of indoor model tests and numerical simulation studies. The results show that the maximum principal tensile stress occurs at the intersection of arch rib, arch foot and tie beam, and the maximum principal compressive stress occurs at the connection between arch rib and arch seat, which should be considered in the design. In this paper, we hope to understand the characteristics of the force and bearing capacity of this type of structure to provide a reference for similar projects.

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Author Biographies

Liu Kailiang, Zhengzhou Railway Vocational & Technical College, Zhengzhou Henan 450000, China

Liu Kailiang received his bachelor’s degree in engineering from Zhongyuan University of Technology in 2006, followed by a master’s degree in Materials from Université Claude Bernard Lyon 1 in Lyon, France. Currently, he serves as a professor at the Department of Railway Engineering at Zhengzhou Railway Vocational & Technical College, focusing his research on Construction Materials and Green Construction Materials.

Wang Sen, Zhengzhou Railway Vocational & Technical College, Zhengzhou Henan 450000, China

Wang Sen was born in Henan, China in 1996. From 2014 to 2018, he studied at Huanghuai University and obtained a bachelor’s degree in 2018, and from 2018 to 2020, he studied at Henan University and obtained a master’s degree in 2020. Since 2020, he has been working at Zhengzhou Railway Vocational and Technical College. He has published three papers, one of which has been included in the Peking University Core. His research interests include Engineering Management and Smart City.

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Published

2023-09-28

How to Cite

Kailiang, L. ., & Sen, W. . (2023). Research on Mechanical Characteristics and Load-bearing Behavior of Nodes of Steel Fiber Concrete Arch Bridges. European Journal of Computational Mechanics, 32(03), 211–234. https://doi.org/10.13052/ejcm2642-2085.3231

Issue

Section

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