IJSRSET calls volunteers interested to contribute towards the scientific development in the field of Science, Engineering and Technology

Home > IJSRSET1623133                                                     


Analysis of Box Girder Bridges Using Haunches

Authors(1):

Prof. Sonal T. Pawar
  • Abstract
  • Authors
  • Keywords
  • References
  • Details
A bridge is a structure providing passage over an obstacle without closing the way beneath. Recent developments in the field of Bridge engineering, Box Girder Bridges have heightened the need for improving the ability to carry the live load and undertaken as a result of code provisions .In this project deals with response of haunches in box girder bridges when subjected to standard moving load. Analysis of box girder bridges can be accurately done by finite element method. Maximum bending moment occurs at the junctions of box girder, therefore provision of haunches at junctions may lead to economic solution.
In this study it is proposed to develop finite element method for analysis of box girder with haunches. Parametric investigations will be performed for box type of bridges with and without haunches Span range is more for box bridge girder as compare to T-beam Girder Bridge resulting in comparatively lesser number of piers for the same valley width and hence results in economy. Effect of haunches on the performance of bridge girder will be studied and optimum size of haunches for various spans will be evaluated.

Prof. Sonal T. Pawar

Finite Element Method, concrete box girder bridge T -Beam bridge using civil software Etabs.

  1. Fushun LIU, Haujan LI, Guangming YU "New Damage Location for Bridges subjected to a Moving oad", Journal of Ocean University of China, Vol. 6, No. 2, pp. 199-202, 2007.
  2. Adam C, Heuer R, Ziegler F "Reliable Dynamic Analysis of an Uncertain Compound Bridge under Traffic Loads", Springer-verlag, Acta mech 223, pp.1561-1581, 2012
  3. Gupta P. K, Singh K K and Mishra A. "Parametric study on behaviour of box-girder bridges using finite element method", Asian journal of civil engineering, Vol. 11, No. 1, 2010.
  4. Zdenek P. Bazant, Qiang Yu and Guang-Hua Li. "Excessive Long-Time Deflections of Pre stressed Box Girders. I: Record-Span Bridge in Palau and Other Paradigms", Journal of structural engineering, June 27, 2012.
  5. Chirag Garg & Siva Kumar M. V. N . "Study of basic design of a precast segmental box girder bridge", International journal of civil engineering, May 2014.
  6. IRC: 6-2000, Standard specification and code of practice for road bridges, section-III
  7. IRC: 21-2000, Standard specification and code of practice for road bridges, section-III

Publication Details

Published in : Volume 2 | Issue 3 | May-June - 2016
Date of Publication Print ISSN Online ISSN
2016-06-30 2395-1990 2394-4099
Page(s) Manuscript Number   Publisher
473-479 IJSRSET1623133   Technoscience Academy

Cite This Article

Prof. Sonal T. Pawar, "Analysis of Box Girder Bridges Using Haunches", International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 2, Issue 3, pp.473-479, May-June-2016.
URL : http://ijsrset.com/IJSRSET1623133.php