UGC Approved Journal no 63975(19)
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ISSN: 2349-5162 | ESTD Year : 2014
Volume 12 | Issue 10 | October 2025

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Published in:

Volume 11 Issue 7
July-2024
eISSN: 2349-5162

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

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Published Paper ID:
JETIR2407769


Registration ID:
545974

Page Number

h579-h588

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Title

Analysis and Design of U-shaped Prestress Concrete

Abstract

In India generally the bridges are constructed with cast in situ construction technique. In the bridges prestressing technique is used frequently due to cost effectiveness. The prestressed construction is of two type post-tension and pre-tension. The concept of pretension prestressed construction system is used in construction of precast element. Different types of the bridge superstructure are constructed in India such as Slab, T-shape, I-shape, Box shape, Arch type etc. Depending upon the requirement of the bridge selection of superstructure has been done. In present scenario, aesthetic of the bridge structure is the important aspect in design of bridge. Generally, in India rail- way bridges are constructed with steel section. During the Delhi Metro project and Mumbai Metro project the concept of precast prestressed bridge superstructure with U-shaped has been implemented. The precast construction reduces time duration of project which results in saving in the cost. The precast girder has good aesthetic as compare to cast-in situ girder due to quality management. Due to the U shape of girder it will obstruct view of machines part of rail which result in good view of rail. The prestressed precast U-shaped girder may be give new dimension to bridge superstructure. The U-shaped girder has better scope as it can replace current trend of design of bridge with I,T or Box shaped girder. In present study, the analysis and design of U-shaped girder for railway loading is done with specification of Concrete bridge rule under Indian Railway Standards. The parametric study of the superstructure for span with various depth for broad gauge and meter gauge loading is done and economical span to depth ratio is found out. The design sub structure is carried out which include design of bearing, pier cap, pier, pile cap, pile. The drawing of super structure and sub structure is prepared.

Key Words

U-shaped girder, Prestress

Cite This Article

"Analysis and Design of U-shaped Prestress Concrete ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.11, Issue 7, page no.h579-h588, July-2024, Available :http://www.jetir.org/papers/JETIR2407769.pdf

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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

"Analysis and Design of U-shaped Prestress Concrete ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.11, Issue 7, page no. pph579-h588, July-2024, Available at : http://www.jetir.org/papers/JETIR2407769.pdf

Publication Details

Published Paper ID: JETIR2407769
Registration ID: 545974
Published In: Volume 11 | Issue 7 | Year July-2024
DOI (Digital Object Identifier):
Page No: h579-h588
Country: RAIPUR, CHHATTISGARH, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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