STUDY OF TORSION AND DISPLACEMENT ON SKEW GIRDER BRIDGES
| Author(s) | : | Bhaswati Barkakati, Susanta Kr. Sethy, Dr. Vijay Raj, Dr. VikasGarg |
| Institution | : | Research Scholar, M.TechStructural Engineering With Spl. In Offshore Structures, University Of Petroleum & Energy Studies, Dehradun-248001, India |
| Published In | : | Vol. 5, Issue 2 — February 2018 |
| Page No. | : | 437-444 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
The presence of skewness in a bridge makes the analysis and design of bridge decks complex one. The angle ofskew has a considerable effect on the behavior of the bridge. Therefore, there is a need for more research to study the effectof skew angle on the performance of skew bridges.Several models have been made with varying skew angles and the effect ofskew angle is studied using CSI bridge software. This paper summarizes the result of series of loading applied on skew girderbridges as per IRC 6:2000guidelines to access peculiar aspects in maximum torsional moment and maximum displacement.For this study the skew angles have been varied from 0°to 50° at intervals of 10° and the result obtained are compared withstraight bridge model.
Bhaswati Barkakati, Susanta Kr. Sethy, Dr. Vijay Raj, Dr. VikasGarg, “STUDY OF TORSION AND DISPLACEMENT ON SKEW GIRDER BRIDGES”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 5, Issue 2, pp. 437-444, February 2018.
