STATIC ANALYSIS OF CABLE STAYED BRIDGE SYSTEM USING VARIOUS TYPES OF DECK PROFILES

Authors

  • Anand Soni M.Tech Student in Structural Engineering in Parul Institute of Technology, Waghodia.
  • Dr. Ganesh Doiphode Associate Professor in Applied Mechanics in M.S University, Vadodara.
  • Anil Kannauzia Assistant Professor in Structural Engineering Department in Parul Institute of Technology, Waghodia.

Keywords:

Engineering, Single Pylon, PSC-box Deck, PSC-T Deck, PSC-I Deck Static Analysis, IRC Standard

Abstract

The Innovative deck profile of cable-stayed bridge proposed here for an analysis of different types of deck profiles by using cable stayed bridge system. The prime objective of the present work is to model an optimized Cable Stayed Bridge with economized girder with various features, i.e. span to depth ratio as constant parameter an attempt is made here to check the cost economy, structural strength of proposed by bridge by checking a ratio of load carrying capacity to material requirement respectively. The complete work consist an analysis using commercial software (MIDAS CIVIL 2016). Static analysis of bridge with variation in deck profiles, i.e., PSC-I Deck, PSC-T beam, PSC-Box girders. Parametric study will be work out using various tabular and graphical form which highlights an objective based on cost-economy aspect in terms of strength, serviceability and economy respectively are the prime criterion. Here a geometry was taken of "Pandit Dindayal Upadhyay Cable Stayed Bridge" which is presently constructing on Tapi river across Athwa to Adajan.

References

AASTHO-LRFD specifications 7th Edition -2016

IRC 6 : 2014 Section-II LOADS AND STRESSESS

IRC - 18 : 2000 Design criteria for pre-stressed road

bridges

IRC 112 : Code for practice concrete road bridges

Do Dai Thang, Min-se Koo, Asif Hameed (2009), “Optimum Cost Design of Steel Box-Girder by Varying Plate Thickness”, KSCE Journal of Civil Engineering Department of Civil Engineering Inha University, Incheon 402-571.

L.M.C Simoes, J.H.J.O Negrao (2000), " Optimization of Cable Stayed Bridge With Box Girder Deck", Advance in Engineering Software(ELSEVIER).

Phani Kumar.Ch, S.V.V.K. Babu and D. Aditya Sai Ram (2016)," Analysis and Design of Prestressed Box Girder Bridge by IRC : 112-2011", International Journal of Constructive Research in Civil Engineering, Civil Engg. Department, Andhra Pradesh, India.

Xialin Yang And Yaping WU and Guoxiang WEI, (2010), " Analysis of Stress Influence of Top Deck Thickness on Main girder With box cross section used in cable stayed bridge", Logistics for Sustained Economic Development(ASCE) Civil Engineering College, Lanzhou University, Lanzhou 730070, China.

Yutaka Okamoto, Shunichi Nakamura (2011),“Static And Seismic Studies on Steel / Concrete Hybrid Towers for multi-span Cable-stayed Bridge”, Civil Engineering Course, Graduate School Of Engineering, Tokai University, Hiratsuka, Japan.(Science direct-(ELSEVIER)-Journal of construction steel research)

Yasir I. Musa and Manuel A. Diaz (2008), " Design Optimization of Composite Steel Box Girder in Flexure", Practice Periodical on Structural Design and Construction(ASCE). Engineer in Training, Federal Highway Administration, Harrisburg, PA 17107.

Additional Files

Published

15-05-2017

How to Cite

Anand Soni, Dr. Ganesh Doiphode, & Anil Kannauzia. (2017). STATIC ANALYSIS OF CABLE STAYED BRIDGE SYSTEM USING VARIOUS TYPES OF DECK PROFILES. International Education and Research Journal (IERJ), 3(5). Retrieved from http://ierj.in/journal/index.php/ierj/article/view/857