RESEARCH ARTICLE


Finite Element Analysis for Bearing Capacity of Prefabricated Arch Culverts



Bin Zhu1, *, Weifeng Kou2, Haibin Li1, Ge Li1
1 School of Architecture and Civil Engineering, Xi’an University of Science and Technology, Yan Ta Street, Xi'an 710054, China
2 Beijing Urban Construction Design & Development Group Co.Limited, No.5, Fuchengmen Beidajie, Xicheng District,100000, Beijing, China


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Creative Commons License
© Zhu et al. ; Licensee Bentham Open.

open-access license: This is an open access article licensed under the terms of the Creative Commons Attribution-Non-Commercial 4.0 International Public License (CC BY-NC 4.0) (https://creativecommons.org/licenses/by-nc/4.0/legalcode), which permits unrestricted, non-commercial use, distribution and reproduction in any medium, provided the work is properly cited.

* Address correspondence to this author at the School of Architecture and Civil Engineering, Xi’an University of Science and Technology, Yan Ta Street, Xi'an 710054, China; E-mail: 31847844@qq.com


Abstract

A new type of prefabricated arch culvert is consisted of precast arch pieces and cast-in-place concrete bases. The shape of precast arch pieces is confirmed by catenary theory. In the case of simulating placement in layers of embankment, internal forces of arch piece structure are statically analyzed by using finite element method. The results indicate that under the designed filling height, arch pieces mainly suffer from stress and only very little bending moment and shear force acted on them. The prefabricated arch culverts have reasonable structure stress and simple installation process, which can substantially save materials and shorten project duration of culverts with obvious economic benefits, and should be promoted and applied in mine highway engineering.

Keywords: Arch Culverts, Catenary Theory, Finite Elemen, Highway Engineering, Precast Arch Pieces, Static Analysis.