RESEARCH ARTICLE


Study on Impact Parameters of Rigidity and Flexibility for Buried Corrugated Steel Culvert



Baodong Liu*, Zongmin Liu, Miaoxin Zhang, Quanlu Wang
School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China.


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Creative Commons License
© 2014 Liu et al;

open-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: https://creativecommons.org/licenses/by/4.0/legalcode. This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.

* Address correspondence to this author at the School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China; Tel:+86-10-51687252: Fax:+86-10-51687248; E-mail: baodongliu@vip.sina.com


Abstract

Buried corrugated steel culverts are universally regarded as a structure with strong deformation adaptability and dispersed the upper load by corrugated steel structures surrounding soil constraints to enhance the carrying capacity and the use of soil-structure interaction. A lot of factors influence the earth pressure of the buried corrugated steel culvert, such as culvert stiffness, physical characteristics of the backfill (bulk density, deformation modulus and internal friction angle), geometry of structure and backfilling height. The finite element program of ANSYS has been used to research the elastic modulus, Poisson’s ratio, internal friction angle of soil, inertia moment of corrugated steel plate and pipe diameter affect the rigidity and flexibility of buried corrugated steel culvert. By defining path lines in the finite element post-processing, extracting and comparing the horizontal and vertical directions soil displacements along the lines, and doing impact pa-rameter analysis. Classification for flexible and rigid pipes of the buried corrugated steel pipe culvert structure has been made according to the analysis results. A theoretical reference has been provided for the design and construction of the buried corrugated steel pipe culverts.

Keywords: Buried corrugated steel culvert, rigidity and flexibility, soil displacement, finite element analysis.