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A New Approach for Free Vibration Analysis of Thin-Walled Box Girder Considering Shear Lag Effect
Joint Authors
Yuan, Haoyun
Luo, Zuolong
Niu, Xirong
Source
Issue
Vol. 2019, Issue 2019 (31 Dec. 2019), pp.1-10, 10 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2019-02-12
Country of Publication
Egypt
No. of Pages
10
Main Subjects
Abstract EN
The thin-walled box girder (T-WBG) is widely applied in the long-span bridge structures during the past decades due to its lighter self-weight and better mechanical properties.
The shear lag effect (SLE), an essential aspect of T-WBG which governs the stress and the deformation, is rather necessary to be revealed properly.
The extraordinary issue of T-WBG analysis nowadays is the SLE impact on its dynamical response to external load.
This paper proposes an improved finite element method (FEM) to obtain the realistic vibration characteristics of the T-WBG considering the SLE by theory analysis and formula derivation.
Firstly, based on the classical plate and shell theory as well as beam theory, the T-WBG was divided into shell subunit for the roof and beam subunit for web and floor, respectively.
Secondly, a 3-order polynomial which is consistent with the experiment results was adopted as the axial-displacement interpolation function of the roof subunit, whose nodal displacements parameters were also taken as the basic.
Thirdly, the nodal displacement parameters of the web subunit and floor subunit were deduced by the basic according to the principle of deflection consistency.
It is shown through a numerical example that the proposed method is much more economical to achieve reasonable accuracy than traditional FEM analysis software when dealing with the free vibration problem of the T-WBG considering the SLE.
Besides, it is also observed that the natural frequency values considering the SLE have a trend of decreasing markedly in general, and the influence of SLE on higher-order frequency is more significant than on the lower one under the boundary condition of cantilever supported, while a contrary effect under the boundary condition of simple supported.
American Psychological Association (APA)
Luo, Zuolong& Yuan, Haoyun& Niu, Xirong. 2019. A New Approach for Free Vibration Analysis of Thin-Walled Box Girder Considering Shear Lag Effect. Advances in Civil Engineering،Vol. 2019, no. 2019, pp.1-10.
https://search.emarefa.net/detail/BIM-1116082
Modern Language Association (MLA)
Luo, Zuolong…[et al.]. A New Approach for Free Vibration Analysis of Thin-Walled Box Girder Considering Shear Lag Effect. Advances in Civil Engineering No. 2019 (2019), pp.1-10.
https://search.emarefa.net/detail/BIM-1116082
American Medical Association (AMA)
Luo, Zuolong& Yuan, Haoyun& Niu, Xirong. A New Approach for Free Vibration Analysis of Thin-Walled Box Girder Considering Shear Lag Effect. Advances in Civil Engineering. 2019. Vol. 2019, no. 2019, pp.1-10.
https://search.emarefa.net/detail/BIM-1116082
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1116082