UGC Approved Journal no 63975(19)
New UGC Peer-Reviewed Rules

ISSN: 2349-5162 | ESTD Year : 2014
Volume 12 | Issue 9 | September 2025

JETIREXPLORE- Search Thousands of research papers



WhatsApp Contact
Click Here

Published in:

Volume 6 Issue 3
March-2019
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

7.95 impact factor calculated by Google scholar

Unique Identifier

Published Paper ID:
JETIR1903G86


Registration ID:
202950

Page Number

624-629

Share This Article


Jetir RMS

Title

COMPARATIVE STUDY OF CURVED BOX GIRDER BRIDGE USING FINITE ELEMENT METHOD AND EQUIVALENT LINE METHOD

Abstract

Horizontally curved bridges are the most feasible options at complicated interchanges or river crossings where geometric restrictions and constraint of limited site space, make difficult the adoption of standard straight superstructures. Usually these bridges are of cellular cross section so that high torsion moment can be well resisted economically. Contrary to straight bridges, a very limited documentation on the study of horizontally curved bridges has been available. In the current specifications of IRC, no separate guideline is available for the curved bridge except consideration of torsion moment. The aim and objective of the work is to carry out comparison between Equivalent line model and Finite Element model on the basis of horizontally curved concrete box Girder Bridge of 50 m, 60 m 70 m radius and for 20 m to 30 m length span at 2 m interval in CSiBridge software. In order to validate the finite element modeling method, an example of curved box Girder Bridge is selected from literature to conduct a validation study. The example box girder is modelled and analysed in CSiBridge and the responses are found to be fairly matching with the results reported in literature. After analysis and comparison it is concluded that the shear force values obtained from the Equivalent line model and FEM are not varying much which is due to fact that the total force acting on section is same in both modelling. For a given length and radius the variation between line model and FEM are higher for torsion compared to Bending Moment.

Key Words

Curved Span, Box Girder Bridges, FEM, Equivalent line model, torsion

Cite This Article

"COMPARATIVE STUDY OF CURVED BOX GIRDER BRIDGE USING FINITE ELEMENT METHOD AND EQUIVALENT LINE METHOD", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 3, page no.624-629, March-2019, Available :http://www.jetir.org/papers/JETIR1903G86.pdf

ISSN


2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"COMPARATIVE STUDY OF CURVED BOX GIRDER BRIDGE USING FINITE ELEMENT METHOD AND EQUIVALENT LINE METHOD", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 3, page no. pp624-629, March-2019, Available at : http://www.jetir.org/papers/JETIR1903G86.pdf

Publication Details

Published Paper ID: JETIR1903G86
Registration ID: 202950
Published In: Volume 6 | Issue 3 | Year March-2019
DOI (Digital Object Identifier):
Page No: 624-629
Country: Visnagar, Gujarat, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


Preview This Article


Downlaod

Click here for Article Preview

Download PDF

Downloads

0002934

Print This Page

Current Call For Paper

Jetir RMS