Parametric Study of Horizontally Curved Pre-Stressed Concrete Continuous Box Girder Bridges
| Author(s) | : | Satish Gajera, Dr. V. R. Panchal, Ms. M. J. Desai |
| Institution | : | P. G. Student, M. S. Patel Department of Civil Engineering, CSPIT, CHARUSAT, Changa, Gujarat, (India) |
| Published In | : | Vol. 4, Issue 13 — January 2017 |
| Page No. | : | - |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
bridges are the key elements in any road network system as they facilitate free and uninterrupted movementof traffic. The main objective of this study is to compare the analytical results of horizontally curved box girder bridgeshaving different parameters. This paper comprises of analytical results of nine curved bridges having differentparameters in terms of span length and deviation angle. The results obtained are in terms of shear force, bendingmoment and torsional moment. It is observed from the results that with increasing deviation angle there is anappreciable increase in the value of torsional moment.
Satish Gajera, Dr. V. R. Panchal, Ms. M. J. Desai, “Parametric Study of Horizontally Curved Pre-Stressed Concrete Continuous Box Girder Bridges”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 4, Issue 13, pp. -, January 2017.
