Comparative Study on Super Structure of Box Girder Bridge and Cable Stayedbridge with Extra Dosed Bridge

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1 International Journal of Engineering Science Invention (IJESI) ISSN (Online): , ISSN (Print): Volume 7 Issue 5 Ver. II May 2018 PP Comparative Study on Super Structure of Box Girder and bridge with Extra Dosed Heemika Upadhyay 1, Prof. Pradeep Pandey 2 1 (PG Scholar, Dept. Ofcivil Engineering, R K University, Rajkot, India) 2 (Assistant Professor, Dept. Ofcivil Engineering, R K University, Rajkot, India) Corresponding Auther: Heemika Upadhyay Abstract : s Have Been One Of The Most Important Source Of Transportation. Therefore, It Becomes Compulsory For Designers And Those Related To This Field To Take Special Concern In Regards To Designing And Maintenance Of Such Heavy Structures. This Review Is Mainly Focused On Extra Dosed ; As It Is A New Type Of Engineering Design Concepts.In This Paper Parametric Study Of Superstructure, And Box Girder Presented. In This Paper Parametric Study Done For Clear Span Of 50m To 300 M. From This Study It Was Found That The Girder Is Preferable For The Span Up To 50m, While Is Preferable For The Span Of 50m To 300m. Keywords Box Girder,, Extra Dosed, Parametric Study, Transportation Date of Submission: Date of acceptance: I. INTRODUCTION Engineering Has Become One Of The Most Important Needs For Today Therefore Getting It Updated With Technological Trends Is Of Utmost Importance In Order To Provide With Proper Sustenance Against Future Threats. For Bringing The Term Technology Into Picture It Has Become Very Important To Use Newer Tools Which Have More Organized Computing Functionalities As In To Get Accurate Results When Comes To Heavy Load Transfer And Building A Safe Design. In India Mostly Used s Are Girder And - s Although Adding To The Advancements They Have Started Adopting New Type I.E. For Construction. There Are Only Four Extra Dosed In India. Such A Is ; There Is 4 In India Located At Kolkata, Delhi, Mumbai And Bharuch. Now A Days Is Preferred For Medium Span. This Type Of Is Low In Cost, Fast In Construction And Preferable Nearby Airport Because Of Its Low Height. To Findout Optimum Effective Span It Is Necessary To Do Comparative Study Between Presently Used I.E. Girder And. II. DATA To Do Parametric Study On Superstructure Of, And Box Girder We Have To Fix Common Parameters Of These s. Fixed Parameter Of And Data Taken For Analysis Are As Following: o Type In These Three : Box Girder o Width Of : 20m [4 Lane] o Profile : Parabolic o Time Variables: Creep And Shrinkage Included. o Temperature : Variation Between : 5-45 C o Quake Zone : Zone-V [IS 1893:2002] o Wind Load : As Per IS 875 : 1987 o Vehicle Loading : IRC AA-Wheeled Loading [As Per IRC] o Staged Analysis Done In And In o Impact Factor : 1 [As Per IRC] o Concrete : M60 o Steel : Fe500 o : 1.5 N/Mm 2 20 meter 21 Page

2 Comparative Study on Super Structure of Box Girder and with Extra.. III. ANALYSIS Analysis Is Done In Computer Aided Software As Per Indian Standards. After Analysing These Three s For Span Of 50m, 100m, 150m, 200m, 250m And 300m. s Are Compared And Estimation Is Done From s Geometry And Member s. Parametric Study Of s And s Is As Follows: Table No 1: 50 M Clear Span 2) Box Girder E E E E E E+01 Table No 2: 100 M Clear Span 2 ) E E Page

3 Comparative Study on Super Structure of Box Girder and with Extra.. Table No 3: 150 M Clear Span ^2) E E Table No 4: 200 M Clear Span ^2) Table No 5: 250 M Clear Span ^2) Page

4 Comparative Study on Super Structure of Box Girder and with Extra.. Table No 6: 300 M Clear Span 2 ) IV. CONCLUSION For 4-Lane Is Analysed For Box Girder, And Extra Dosed ; It Is Compared For Different Spans I.E. 50m, 100m, 150m, 200m, 250m And 300m.To Know Which Is More Economic For Each Span. Parametric Study Can Be Done From Five Main Parameters;,,, And. a) - Comparison: 1. For 50m Clear Span : Box Girder Has Of 6.28E+02 Kn. Comparison In Terms Of %-Percentage; Has 2.08E+02%And Extra Dosed Has 5.54E+02%Higher In. 2. For 100m Clear Span : Box Girder Has Of 1.31E+03 Kn. Comparison In Terms Of %-Percentage; Has 3.29E+02%And Extra Dosed Has5.93E+02%Higher In. 3. For 150m Clear Span : Box Girder Has Of 1.38E+03 Kn. Comparison In Terms Of %-Percentage; Has 3.48E+02% And Extra Dosed Has 6.23E+02% 4. For 200m Clear Span : Box Girder Has Of 1.65E+02 Kn. Comparison In Terms Of %-Percentage; Has 3.81E+02%And Extra Dosed Has 6.31E+02%Higher In. 5. For 250m Clear Span : Box Girder Has Of 1.82E+02 Kn. Comparison In Terms Of %-Percentage; Has4.84E+02% And Has 6E+02%Higher In. 6. For 300m Clear Span : Has 1.66E+04 Kn.Comparison Interms Of %-Percentage; Has 19.58% Higher In. B) - Comparison: 1. For 50m Clear Span : Box Girder Has 4.71E-02 M Kn M. Comparison In Terms Of %-Percentage; Has -76% And Has -86% Less In. 2. For 100m Clear Span : Box Girder Has 8.48E-02 M Kn M. Comparison In Terms Of %-Percentage; Has -79% And Has -81% Less In. 3. For 150m Clear Span : Box Girder Has 1.531E-01 M Kn M. Comparison In Terms Of %-Percentage; Has -80% And Has -84% Less In. 4. For 200m Clear Span : Box Girder Has 2.97E-01 M Kn M. Comparison In Terms Of %-Percentage; Has -74% And Has -88% Less In. 5. For 250m Clear Span : Box Girder Has 3.12E-01 M Kn M. Comparison In Terms Of %-Percentage; Has -77% And Has -85% Less In. 6. For 300m Clear Span. Has M Kn.M.Comparison In Terms Of %- Percentage; Has 11%Higher In. 24 Page

5 Comparative Study on Super Structure of Box Girder and with Extra.. C) - Comparison: 1. For 50m Clear Span : Has In Is 27.40E+02 Kn. Comparison In Terms Of %-Percentage; Has 66% Higher In. 2. For 100m Clear Span : Has In Is 56.94E+02 Kn. Comparison In Terms Of %-Percentage; Has 85% Higher In. 3. For 150m Clear Span : Has In Is 65.78E+02 Kn. Comparison In Terms Of %-Percentage; Has 97% Higher In. 4. For 200m Clear Span : Has In Is 79.45E+02 Kn. Comparison In Terms Of %-Percentage; Has 11.4E+01% Higher In. 5. For 250m Clear Span : Has In Is 86.55E+02 Kn. Comparison In Terms Of %-Percentage; Has 12.4E+01% Higher In. 6. For 300m Clear Span : Has In Is E+02 Kn. Comparison In Terms Of %-Percentage; Has 52% Higher In D) - Comparison: 1. For 50m Clear Span : Has In Is 29.78E+02 Kn M. Comparison In Terms Of %-Percentage; Has -19% Less In. 2. For 100m Clear Span : Has In Is 51.40E+02 Kn M. Comparison In Terms Of %-Percentage; Has -24% Less In. 3. For 150m Clear Span : Has In Is 69.85E+02 Kn M. Comparison In Terms Of %-Percentage; Has -28% Less In. 4. For 200m Clear Span : Has In Is 78.23E+02 Kn M. Comparison In Terms Of %-Percentage; Has -32% Less In. 5. For 250m Clear Span : Has In Is 87.46E+02 Kn M. Comparison In Terms Of %-Percentage; Has -38% Less In. 6. For 300m Clear Span : Has In Is E+02 Kn M. Comparison In Terms Of %-Percentage; Has -13% Less In. D) - Comparison: 1. For 50m Clear Span : Has Tensile In Is 26.70E+02 Kn. Comparison In Terms Of %-Percentage; Has 37% Higher Tensile In. 2. For 100m Clear Span : Has Tensile In Is 58.90E+02 Kn. Comparison In Terms Of %-Percentage; Has 46% Higher Tensile In. 3. For 150m Clear Span : Has Tensile In Is 64.87E+02 Kn. Comparison In Terms Of %-Percentage; Has 51% Higher Tensile In. 4. For 200m Clear Span : Has Tensile In Is 78.47E+02 Kn. Comparison In Terms Of %-Percentage; Has 55% Higher Tensile In. 5. For 250m Clear Span : Has Tensile In Is 86.90E+02 Kn. Comparison In Terms Of %-Percentage; Has 87% Higher Tensile In. 6. For 300m Clear Span : Has Tensile In Is 97.33E+02 Kn. Comparison In Terms Of %-Percentage; Has 37% Higher Tensile In REFERENCES [1] Jan Bujnaket. Al, " Theoratical And Experimental Verification" Concrete And Concrete Structures 2013, Conference, [2] Hiroshi Mutsuyoshiet. Al. Recent Technology Of Prestressed Concrete s In Japan IABSE-JSCE Joint Conference On Advances In Engineering-II, A, [3] Vernersstraupe Et.Al. Analysis Of Geometrical And Mechanical Properties Of - 11 th International Conference On Structures And Techniques, [4] Xiangbomeng And Chonghouzhang, " And Intradosed - s With Continuous s: Conceptual Consideration " Journal Of Engineering, [5] C.X. Li Et.Al, "Fatigue Crack Growth Of Steel Wires In A Suspension : Multiscaling And Mesoscopic Fracture Mechanics" Theoretical And Applied Fracture Mechanics, [6] M.H. El Ouni Et.Al, "Numerical And Experimental Dynamic Analysis And Control Of A Under Parametric Excitation" Engineering Structures, [7] S.Uamaguchet. Al. Mechanical Behavior Of A Composite Box Used For 40 Years Procedia Engineering,2011 [8] Project Reference Catalogue- Services Company: WIECON [Suspension, s And s] [9] Inspection Manual For PC (Special ) [2014] [10] Inspection Manual For PC (Special ) [2014] [11] Form Finding For - And s [2013] [12] Vivekananda [Kolkata] [13] KDOT Design Manual [14] IRC112:2011 Code Of Practice For Concrete Road s [15] IRC 6 : 2010 Standard Specifications And Code Of Practice For Road s : II Loads And Stresses [16] IRC 18:2000 Design Criteria For Prestressed Concrete Road s (Post-Tensioned Concrete) 25 Page

6 Comparative Study on Super Structure of Box Girder and with Extra.. [17] IRC 21 : 2000 Standard Specifications And Code Of Practice For Road s : Iii Cement Concrete (Plain And Reinforced) ] [18] IS 1343 : 2012 Prestressed Concrete Code Of Practice Heemika Upadhyay "Comparative Study on Super Structure of Box Girder and bridge with Extra Dosed "International Journal of Engineering Science Invention (IJESI), vol. 07, no. 05, 2018, pp Page

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