Vehicular Analysis of a Bridge Structure Considering IRC Loading Condition using Sap 2000

Authors

  • Nikhil Kumar Singh
  • Jyoti Yadav

DOI:

https://doi.org/10.24113/ijoscience.v7i11.420

Keywords:

Structural Analysis, SAP2000, Pre-tensioning, Foam Concrete, Deck, Bridge, Vehicular load.

Abstract

A beam bridge is a bridge that uses struts as a method of supporting the deck. A bridge consists of three sections: the foundation consisting of protrusions and supports and the substructure consisting of protrusions and quay and the superstructure (bracing, cantilever or curve) and the deck. A beam bridge is probably the most manufactured and used bridge on the planet. Its basic plant, at its best, can be likened to a tree trunk extending to one side to alternate across a stream or river. All decks consist of two main parts: the substructure and the superstructure. The superstructure is everything from the support cushions to - it's the thing that supports the posts and it's the most distinctive part of the deck. The substructure is the device that exchanges the poles of the superstructure on the ground. The two sections must work together to form a strong and durable bridge. Prestressed concrete is basically concrete where the internal concern is reasonable and the pressure propagation created by the external load is concentrated to the desired extent. In this research, we analyze a beam bridge with the effect of prestressed concrete and compare it to a generic deck bridge. Regarding the finite element analysis, the analysis of forces and costs. Here it is concluded that the implementation of a prestressed ceiling results in an economical, stable and load-resistant element.

Downloads

Download data is not yet available.

Author Biographies

Nikhil Kumar Singh

M Tech Scholar

Sarvepalli Radhakrishnan University

Bhopal, Madhya Pradesh, India

Jyoti Yadav

Assistant Professor

Sarvepalli Radhakrishnan University
Bhopal, Madhya Pradesh, India

References

Gaurav Somani, “A Comparative Study on T Girder Bridge Deck using Grillage Analogy and Finite Element Method”, international journal of engineering research & technology (IJERT), Volume 10, Issue 06 (June 2021).

K. Hemalatha, Chippymol James, L. Natrayan “Analysis of RCC T-beam and prestressed concrete box girder bridgessuper structure under different span conditions”, Materials Today, 2 July 2020.

Meghana K V, G V Sowjanya “Review Paper on Comparative Analysis of T-Beam Bridge and Box Girder Bridge”, International Journal of Engineering Research & Technology (IJERT), Special Issue – 2020.

Manohar R, B Suresh Chandra “ Finite Element Analysis of slabs, cross girders and main girders in RC T-Beam Deck Slab Bridge”, International Research Journal of Engineering and Technology (IRJET), Vol 5, Issue 08, 2018.

Tangupalli Mahesh Kumar and J Sudhamani, “Analysis of T-Beam Deck Slab Bridge in Different Methods”,International Journal for Technological Research in Engineering, (IJTRE), Vol 4, Issue 12,Aug 2017.

Abrar Ahmed, Prof. R.B. Lokhande “Comparative Analysis and Design of T-beam and box girders”, International Research Journal of Engineering and Technology (IRJET),Vol 4, July 2017.

Y YaduPriya and T Sujatha , “Comparative Analysis of Post Tensioned T-Beam Bridge Deck by Rational Method and Finite Element Method”, International Journal of Research in IT, Management and Engineering, Vol 6, Issuue 7, Sept 2016.

OmkarVelhal, J.P. Patankar “Study of R.C.C. T-Beam Bridge with Skew Angle”, International Journal of Innovative Research in Science, Engineering and Technology, Vol. 5, Issue 6, June 2016.

Downloads

Published

11/11/2021

How to Cite

Singh, N. K. ., & Yadav, J. . (2021). Vehicular Analysis of a Bridge Structure Considering IRC Loading Condition using Sap 2000. SMART MOVES JOURNAL IJOSCIENCE, 7(11), 11–21. https://doi.org/10.24113/ijoscience.v7i11.420