Title of article
Parametric Study on Behaviour of Box-Girder Bridges Using Finite Element Method
Author/Authors
Gupta, P.k. Indian Institute of Technology Roorkee - Department of Civil Engineering, India , Singh, K K Indian Institute of Technology Roorkee - Department of Civil Engineering, India , Mishra, A. Indian Institute of Technology Roorkee - Department of Civil Engineering, India
From page
135
To page
148
Abstract
A detailed study of box girder bridge cross-sections namely Rectangular, Trapezoidal and Circular has been carried out in the present investigation. Commercially available software SAP-2000 has been used to carryout linear Analysis of these box girders. Three dimensional 4-noded shell elements have been employed for discretization of domain and to analyze the complex behavior of different box-girders. The linear analysis has been carried out for the Dead Load (Self Weight) and Live Load of Indian Road Congress Class 70R loading, for zero eccentricity as well as maximum eccentricity at mid-span. The paper presents a parametric study for deflections, longitudinal and transverse bending stresses and shear lag for these cross-sections. The Finite element computational model has been validated by comparing few obtained results with the published literature. Effectiveness of four noded shell elements for analysis of box girder bridges is also presented. It is found that the rectangularsection is superior to other two sections. It can be stated that the obtained results will provide guidanceto the bridge designers.
Keywords
Box girder bridge , longitudinal bending stress , shear lag , transverse bending stress , finite element method, SAP
Journal title
Asian Journal of Civil Engineering (Building and Housing)
Journal title
Asian Journal of Civil Engineering (Building and Housing)
Record number
2546816
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