Manuscript Number : IJSRCE22629
Analysis of Rubberized Concrete Deck Slab for Different Bridge Structures as Per IRC Loadings
Authors(2) :-Ankit Patel, Murlidhar Chourasiya
In this research work the finite element method is used for the analysis of three different type of bridges i.e. cable stayed, cable suspension and deck bridge with rubberized and NaOH treated rubberized concrete of constant width and length is considered. In this study analyze different bridge sections for same loading conditions and sections. The loading class considered is CLASS 70R from IRC 006-2014. A Finite Element model is formulated for this study using Staad beava software package. This model is then analyzed, for parameters like deflection, stress under the influence of moving vehicle load also to discuss the cost effectiveness of each type of bridge. The basis aim for this study is to give the best output for implementation of these results in future working conditions. In this study it is concluded that cable suspension bridge is comparatively more stable whereas cable stayed bridge is economical of all the types of bridge considered and deck bridge shows worst results overall.
Ankit Patel
P.G. Scholar, Department of Civil Engineering, Infinity Management and Engineering College, Sagar Madhya Pradesh, India
Murlidhar Chourasiya
Assistant Professor, Department of Civil Engineering, Infinity Management and Engineering College, Sagar Madhya Pradesh, India
F.E.M, Structural analysis, Bridge, Deck slab, Hydraulic design, Vehicular loading, I.R.C., Staad beava, Forces, rubberized concrete.
- Guohui cao,karthiga p, elavenil s, kmp d. A comparison of road over bridge and rail over bridge. The iupjournal of structural engineering. 2018.
- Neelandharan, shetty rs, prashanth mh, channappa tm, ravi kumar cm. Information vibration suppression of steeltruss railway bridge using tuned mass dampers.
- Luke j. Xueyi l, pingrui z, feng dm. Advances in design theories of high-speed railway ballastless tracks. Keylaboratory of high-speed railway engineering, southwest jiaotong university, chengdu, china. 2017
- Alaa hussain wakar s. Chee luo, progress in high-speed train technology around the world. Transport bureau, the ministryof railways of china, beijing, china. Traction power state key laboratory, southwest jiaotong university,chengdu 610031, chinaa. Astaneh a. Progressive collapse of steel truss bridges, the case of i-35w collapse, asla a university ofcalifornia, berkeley, usa 2017.
- Bridge rules (railway board). Rules specifying the loads for design of super structure and substructure ofbridges and for assessment of the strength of existing bridges.
- Indian railway standards-steel bridge code indian railway standard code of practice for the design of steelor wrought iron bridges carrying rail,road or pedestrian traffic.
- Irc: 6-2014 section –ii (loads and stesses) standard specifications and code of practice for road bridges.
- Irc: 21 section –iii cement concrete (plain and reinforced) standard specifications and code of practicefor road bridges.
- Xiaoyan lei1 and bin zhang, analysis of dynamic behavior for slab track of high-speed railway based on vehicle and track element, journal of transportation engineering © asce / april 2011 / 227.
- M.j.m.m. steenbergen_, a.v. metrikine, c. Esveld, assessment of design parameters of a slab track railway system, journal of sound and vibration 306 (2007) 361–371.
- 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. xueyi liu, pingrui zhao, feng dai, advances in design theories of high-speed railway ballastless tracks, volume 19, number 3, september 2011.
- Coenraad esveld and valéri markine , slab track design for high-speed irs concrete bridge code : 1997 code of practice for plain, reinforced & prestressed concrete for general bridge construction.
Publication Details
Published in : Volume 6 | Issue 2 | March-April 2022
Date of Publication : 2022-03-30
License: This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 113-121
Manuscript Number : IJSRCE22629
Publisher : Technoscience Academy
URL : https://ijsrce.com/IJSRCE22629
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