Parametric Study of Stiffeners in Steel Composite Tub Girders
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2018-07-04 https://doi.org/10.14419/ijet.v7i3.6.14940
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Closed section, stiffeners, Deflection, stress study. -
Abstract
Closed structural sections (rectangular, circular, trapezoidal shape) possess high rotational rigidity compared to open sections like I girder. For highly curved bridges, closed sections with high torsional rigidity is an absolute choice. This paper suggests the use of steel – composite Tub girder instead of concrete I girder in rail bridges. Stiffeners were used to strengthen the girder. Deflection and stress study has been done for the entire girder on various thickness of stiffeners under different loading.
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References
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How to Cite
Pushpangadan, S., S. Menon, A., & Sofi, A. (2018). Parametric Study of Stiffeners in Steel Composite Tub Girders. International Journal of Engineering & Technology, 7(3.6), 64-67. https://doi.org/10.14419/ijet.v7i3.6.14940Received date: 2018-07-02
Accepted date: 2018-07-02
Published date: 2018-07-04