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Finite Element Analysis of SBG Subjected to Static Loads

  • Fadzli Mohamed NazriEmail author
  • Mohd Azrulfitri Mohd Yusof
  • Moustafa Kassem
Chapter
Part of the SpringerBriefs in Applied Sciences and Technology book series (BRIEFSAPPLSCIENCES)

Abstract

This chapter describes the experimental and FEM in order to investigate the behaviour of erected precast (SBG) subjected to static load such as deflections, stresses and strains. The procedures and processes in conducting the FEM were acquired from experimental data on a selected span of the bridge. The methodology in this chapter is divided into 4 sections. Section 3.1 presents the material properties of the precast SBG. Section 3.2 describes load application operation and deck deflection monitoring. Section 3.3 explains the strain gauge instrumentation and data recording while Sect. 3.4 explains the parametric study on the models for a variety of transversal slopes using FEA.

References

  1. 1.
    K.M. Amanat, A.F.M.S. Amin, T.R. Hossain, A. Kabir, M.A. Rouf, in Cracks in the Box Girders of Bongobondhu Jamuna Multipurpose Bridge-Identification of Causes Based on FE Analysis. Proceedings of the IABSE-JSCE Joint Conference on Advances in Bridge Engineering-II (2010), pp. 8–10Google Scholar
  2. 2.
    BSI. (2004a). BS EN 1992-1. Eurocode 2, Design of concrete structures Part 1-1–General rules and rules for buildings (including NA). London: British Standards Institution.Google Scholar
  3. 3.
    Dereck, Live Load Test and Finite Element Analysis of a Box Girder for the Long-Term Bridge Performance Program. Utah State University, All Graduate Thesis and Dissertations, Paper 835, (2011)Google Scholar
  4. 4.
    Design Manual for Road and Bridges-BD 37/01-Volume 1, Section 3, Part 14, Load for Highway BridgesGoogle Scholar
  5. 5.
    FEA Ltd, LUSAS version 14. Modeller User Manual- Engineering finite element analysis and design software, United KingdomGoogle Scholar
  6. 6.
    Gouda, Study on Parametric Behaviour of Single Cell Box Girder under Different Radius of Curvature. Department of Civil Engineering, National Institute of Technology Rourkela, Odisha-769008, India, May 2013 (2013)Google Scholar
  7. 7.
    P.K. Gupta, K.K. Singh, A. Mishra, Parametric Study on Behaviour of Box-Girder Bridges Using Finite Element Method (2010)Google Scholar
  8. 8.
    W.H. Mosley, R. Hulse, J.H. Bungey, Reinforced concrete design: to Eurocode 2. Macmillan International Higher Education (2012)Google Scholar
  9. 9.
    Riyall, Loads and Load Distribution. University Surrey. ICE Manual of Bridge Engineering, Institution of Civil Engineers. www.icemanuals.com, (2008)

Copyright information

© The Author(s), under exclusive license to Springer Nature Switzerland AG 2019

Authors and Affiliations

  • Fadzli Mohamed Nazri
    • 1
    Email author
  • Mohd Azrulfitri Mohd Yusof
    • 2
  • Moustafa Kassem
    • 3
  1. 1.School of Civil EngineeringUniversiti Sains MalaysiaPenangMalaysia
  2. 2.Jambatan Kedua Sdn. Bhd.PenangMalaysia
  3. 3.Universiti Sains MalaysiaPenangMalaysia

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