Manuscript Number : IJSRCE182519
Finite Element Analysis of Bridge under Heavy Traffic Loading Using SAP-2000
Authors(2) :-Ankur Gupta1, Pratiksha Malviya
A Girder bridge is a bridge that utilizations braces as the methods for supporting the deck. A bridge comprises of three sections: The Foundation of projections and bearings and Substructure of projection and dock and The Superstructure (brace, bracket, or curve) and deck. A Girder bridge is likely the most usually fabricated and used bridge on the planet. Its fundamental plan, in the most improved frame, can be contrasted with a log extending from one side to alternate over a stream or river. All bridges comprise of two principle parts: the substructure, and the superstructure. The Superstructure is everything from the bearing cushions, up - it is the thing that backings the heaps and is the most unmistakable piece of the bridge. The Substructure is the establishment, what exchanges the heaps from the superstructure to the ground. The two sections must cooperate to make a solid, durable bridge. Prestressed Concrete is fundamentally concrete in which interior worry of reasonable extent and dispersion are presented pressure coming about because of outer load are concentrated to wanted degree. In this research work we are analyzing a girder bridge with the effect of prestressed concrete and compare it with general deck bridge. In terms of finite elemental analysis, forces and cost analysis. Here it is concluded that implementation of prestressed deck is resulting in economical, stable and load resisting member.
Ankur Gupta1
P.G.Scholar, Department of Civil Engineering, M.I.T.S, Bhopal, Madhya Pradesh, India
Pratiksha Malviya
Assistant Professor, Department of Civil Engineering, M.I.T.S, Bhopal, Madhya Pradesh, India
Structural Analysis, SAP2000, I.R.C, Cost analysis, S.O.R, Pretensioning.
- Alvarez J.J and Aparicio A. C: “Seismic Response of Cable-Stay Bridges for Different Layout Conditions: A Comparative Analysis” 15 WCEW, LISBOA,2012.
- Bridge rules (Railway Board). Rules specifying the loads for design of super structure and substructure of bridges and for assessment of the strength of existing bridges.
- Coenraad Esveld, MODERN RAILWAY TRACK, MRT - Productions, 1989.
- Coenraad ESVELD and Valéri MARKINE , SLAB TRACK DESIGN FOR HIGH-SPEED.
- David N. Bilow, P.E., S.E. and Gene M. Randich, P.E., SLAB TRACK FOR THE NEXT 100 YEARS, Portland Cement Association, Skokie, IL.
- Desai A K, Savaliya G. M, Vasanwala S.A: “static and dynamic analysis of cable-stay suspension hybrid bridge & validation, Vol. 6, Issue 11, 2015.
- D. Johnson Victor, “Essentials of Bridge Engineering”, Fifth Edition.
- EN 1991-2 Euro code for traffic loads on bridges
- Indian railway standards-Steel Bridge Code indian railway standard code of practice for the design of steel or wrought iron bridges carrying rail,road or pedestrian traffic.
Publication Details
Published in : Volume 2 | Issue 6 | November-December 2018
Date of Publication : 2018-12-30
License: This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 01-05
Manuscript Number : IJSRCE182519
Publisher : Technoscience Academy
URL : https://ijsrce.com/IJSRCE182519
Article Preview