CODAL COMPARATIVE ANALYSIS OF PSC BOX GIRDER WITHIRC AND AASHTO CODE

Authors

  • jayesh subhash patil

DOI:

https://doi.org/10.3759/josem.v5i3.1376

Abstract

The design and analysis of bridge is most critical due to standards and criteria. The bridge is widely used for transport purpose for heavy loaded vehicle. The safety as well as economy of bridge is important due to large amount of material and steel. This paper discusses comparative analysis of bridge for Trapazoidalbox girder and Rectangular box girder for economy using IRC and AASHTO code. The parametric study create model of bridge in SAP bridge modeling software. For result point of view consider heavy moving load. For comparative analysis using shear force, bending moment and torsion parameter. The AASHTO code are less value as compare with IRC code.The analysis is carried out using SAP bride modeling software

References

IRC: 6-2014 “Standard specification and code of practice for road bridge” Indian Road Congress.

IRC: 18-2000 “Design criteria for prestressed concrete road bridges (Post-Tensioned Concrete)” Indian Road Congress.

AASHTO- LRFD Bridge Design Specifications.

Harish M.K, Chethan V.R, Ashwini B. T : Analysis of box girder bridge under IRC loading, International Journal of Scientific Development and research, vol -2,137-141 (2017).

Epuri Pavan Kumar, A. Naresh, Shri Ramoju Praveen Kumar : Comparative study of precast girder bridge by using the IRC and AASHTO codes, International Journal of Research in Engineering and Advanced Technology, Vol -3,249-257(2015).

Patil Yashwant,Prof Shinde Sangita : Comparative analysis and design of box girder bridge with two different codes, International Journal of Civil engineering and technology, Vol – 4,111-121(2013).

H.R.Nikhade, A.L.Dandge ,A.R.Nikhade : Analysis and design of bridge, International Journal of Science Engineering and Technology, Vol- 3,2976-2980(2014).

Phani kumar, S.V.V.K Babu : Analysis and design of prestressed box girder bridge by IRC 112, International Journal of constructive research in Civil Engineering, Vol-2 (2011).

Satwik Mohan Bhat, Ashwin K.N, Dattatreya J.K : Comparative study of rectangular and trapezoidal concrete box girder using finite element method, Journal of Civil Engineering and Environmental Technology, Vol-3, 489-494(2016).

Chetan T Naik,Dr. M.M. Achar, K. Laxmi : Analysis and Design of multicell post tension PSC box girder, Journal of Mechanical and Civil Engineering, Vol-12, 56-64(2015).

Downloads

Published

2018-11-19

Issue

Vol. 5 No. 3 (2018)

Section

Research Article

License

Declaration and Copyright Transfer Form

(to be completed by authors)

I/ We, the undersigned author(s) of the submitted manuscript, hereby declare, that the above manuscript which is submitted for publication in the STM Journals(s), is not published already in part or whole (except in the form of abstract) in any journal or magazine for private or public circulation, and, is not under consideration of publication elsewhere.

  • I/We will not withdraw the manuscript after 1 week of submission as I have read the Author Guidelines and will adhere to the guidelines.
  • I/We Author(s ) have niether given nor will give this manuscript elsewhere for publishing after submitting in STM Journal(s).
  • I/ We have read the original version of the manuscript and am/ are responsible for the thought contents embodied in it. The work dealt in the manuscript is my/ our own, and my/ our individual contribution to this work is significant enough to qualify for authorship.
  •  I/We also agree to the authorship of the article in the following order:

Author’s name                                    

 

1. ________________

2. ________________

3. ________________

4. ________________

 

We  Author(s) tick this box and would request you to consider it as our signature as we agree to the terms of this Copyright Notice, which will apply to this submission if and when it is published by this journal.