Home > Engineering > Civil Engineering > Volume-5 > Issue-6 > Analysis of Prestressed Concrete Girder for Bridges

Analysis of Prestressed Concrete Girder for Bridges

Call for Papers

Volume-8 | Issue-6

Last date : 27-Dec-2024

Best International Journal
Open Access | Peer Reviewed | Best International Journal | Indexing & IF | 24*7 Support | Dedicated Qualified Team | Rapid Publication Process | International Editor, Reviewer Board | Attractive User Interface with Easy Navigation

Journal Type : Open Access

First Update : Within 7 Days after submittion

Submit Paper Online

For Author

Research Area


Analysis of Prestressed Concrete Girder for Bridges


Avinash Kumar Vidyarthi | Dr. P. K. Singhai | Rohit Sahu



Avinash Kumar Vidyarthi | Dr. P. K. Singhai | Rohit Sahu "Analysis of Prestressed Concrete Girder for Bridges" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6, October 2021, pp.56-63, URL: https://www.ijtsrd.com/papers/ijtsrd46362.pdf

Today bridge building has gained worldwide importance. Bridges are the key elements in every road network and the use of pre stressed girder bridges is becoming more and more popular in bridge construction due to their better stability, service friendliness, economy and durability, aesthetic and structural appearance. Typically reinforced concrete construction, steel construction or steel composite construction is used. In the case of high spans, reinforced concrete construction is uneconomical due to the larger span. , the cross-section is used more efficiently than the reinforced concrete cross-section. Pre stressed concrete is used for long-span bridges with a span of more than 10 m. Conventionally, when calculating bridges, the superstructure and substructure are analyzed separately. The superstructure is usually a grid made up of main girders, transverse membranes and a deck slab. a grid of linear elements The columns of the main girders are anchored. The superstructure is examined according to IRC: 62014 and according to IRC: 182000 for unconsidered gravitational loads and moving vehicle loads. Reduction of the stress level and also of the deflection compared to the straight tendon profile.

Post Tensioning, Moving Load Analysis, Tendons, Tendon Profile, Prestressed Concrete Girder MIDAS


IJTSRD46362
Volume-5 | Issue-6, October 2021
56-63
IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470
Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

International Journal of Trend in Scientific Research and Development - IJTSRD having online ISSN 2456-6470. IJTSRD is a leading Open Access, Peer-Reviewed International Journal which provides rapid publication of your research articles and aims to promote the theory and practice along with knowledge sharing between researchers, developers, engineers, students, and practitioners working in and around the world in many areas like Sciences, Technology, Innovation, Engineering, Agriculture, Management and many more and it is recommended by all Universities, review articles and short communications in all subjects. IJTSRD running an International Journal who are proving quality publication of peer reviewed and refereed international journals from diverse fields that emphasizes new research, development and their applications. IJTSRD provides an online access to exchange your research work, technical notes & surveying results among professionals throughout the world in e-journals. IJTSRD is a fastest growing and dynamic professional organization. The aim of this organization is to provide access not only to world class research resources, but through its professionals aim to bring in a significant transformation in the real of open access journals and online publishing.

Thomson Reuters
Google Scholer
Academia.edu

ResearchBib
Scribd.com
archive

PdfSR
issuu
Slideshare

WorldJournalAlerts
Twitter
Linkedin