Abstract
The horizontally curved bridges are becoming the norm of highway interchanges and urban expressways as a result of complicated geometrics, limited rights of way, and traffic mitigation. This type of superstructure has gained popularity because it addresses the needs of transportation engineering. A study of box girder curved in plan with rectangular cross-section has been carried out in the present investigation. The finite element software ABAQUS is used to carryout analysis of these box girders. The analysis is carried out for the dead load, super imposed dead load and live load of IRC Class A loading. The paper presents a parametric study of curved box girders by varying span and radius of curvature and by keeping the span to depth ratio constant. The parametric investigations performed on curved box girders helps to evaluate the effects of different parameters on the behavior of the girder. This study would enable bridge engineers to better understand the behavior of curved concrete box girders.
Sign-in/Register to access full text options 
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
