To study the various parameter and the behavior of a Curved Box Girder Bridges.

Authors

  • Laura Assistant Professor, Department of Civil Engineering (Building Construction and Technology), Jagannath University

Keywords:

Girder Bridges, (BMRC)

Abstract

Parametric study of box girder bridges using finite element method is described in this paper . The parameters of box girder bridges considered in this study are radius of curvature, span length, span length to the radius of curvature ratio and number of boxes. The various responses parameters considered are the longitudinal stress at the top and bottom, shear, torsion, moment, deflection and fundamental frequency. Numerical analysis carried out by Gupta et al. (2010) is used for validation of the finite element model. The parametric study is carried out, using 60 bridge models, to investigate the behaviour of box girder bridges. Also, the results obtained from par ametric study are discussed briefly in this paper .

References

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Design Basis Report of Bangalore Metro Phase I (2003). Bangalore Metro Rail Corporation Limited. Bangalore.

Detailed Project Report of Bangalore Metro Phase I (2003). Bangalore Metro Rail Corporation Limited. Bangalore.

Dezi, L. (1985). Aspects of the deformation of the cross-section in curved single-cell box beams. Industria Italiana Del Cemento, 55(7–8), 500–808

Dilger, W. H., Ghoneim, G. A., and Tadros, G. S. (1988). Diaphragms in skew box girder bridges. Can. J. Civ. Eng , 15 (5 ), 869–878.9ku

Fafitis, A., and Rong, A. Y. (1995). Analysis of thin-walled box girders by parallel processing. Thin-Walled Struct., 21(3), 233–240.

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Published

2017-06-30

How to Cite

Laura, H. (2017). To study the various parameter and the behavior of a Curved Box Girder Bridges. Universal Research Reports, 4(2), 38–40. Retrieved from https://urr.shodhsagar.com/index.php/j/article/view/81

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Section

Original Research Article