Analysis of Pre-Stressed Pseudo Box Bridge using Inverted-T Girder and Splicing Technique

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K.M Bipul Shahriar
K.M Bipul Shahriar
σ
Sakia Azam
Sakia Azam
ρ
Mezbah Ul Alam
Mezbah Ul Alam
Ѡ
Arhan Dewan
Arhan Dewan
α University of Technology Sydney University of Technology Sydney

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Analysis of Pre-Stressed Pseudo Box Bridge using Inverted-T Girder and Splicing Technique

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Abstract

The paper is for the structural analysis of continuous simply supported pre-stressed inverted-T girder using splicing technique. This paper represents variation of inflection points (point of contra flexure) for different variable loading conditions such as superimposed dead load, lane load, HS-20 truck load etc. The load (live load) for which inflection point changes its location greatly, amount of changes etc. also noticed and amount determined with several trials in this research. Finite element analysis method applied in this case for maximum bending and shear. The effect of false box action considered and found that due to false box action the reduction of bending stress shows lighter section of inverted-T girder. Without considering box action it shows inverted T-girder depth requires greater depth whereas false box girder action reduces its depth extensively.

References

5 Cites in Article
  1. O Yalcin (2015). Truck loading positions for maximum live load girder moment in skewed integral bridges.
  2. Design of pre-stressed concrete structures.
  3. Ram Gupta (2019). Pre-Stressed Concrete Structures.
  4. Edwad Nawy (2000). Pre-stressed Concrete, A fundamental Approach.
  5. (2001). REVIEWERS OF THE <b> <i>Journal of Engineering Mechanics</i> </b>.

Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

K.M Bipul Shahriar. 2014. \u201cAnalysis of Pre-Stressed Pseudo Box Bridge using Inverted-T Girder and Splicing Technique\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 14 (GJRE Volume 14 Issue E4): .

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Version of record

v1.2

Issue date

September 25, 2014

Language
en
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The paper is for the structural analysis of continuous simply supported pre-stressed inverted-T girder using splicing technique. This paper represents variation of inflection points (point of contra flexure) for different variable loading conditions such as superimposed dead load, lane load, HS-20 truck load etc. The load (live load) for which inflection point changes its location greatly, amount of changes etc. also noticed and amount determined with several trials in this research. Finite element analysis method applied in this case for maximum bending and shear. The effect of false box action considered and found that due to false box action the reduction of bending stress shows lighter section of inverted-T girder. Without considering box action it shows inverted T-girder depth requires greater depth whereas false box girder action reduces its depth extensively.

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Analysis of Pre-Stressed Pseudo Box Bridge using Inverted-T Girder and Splicing Technique

K.M Bipul Shahriar
K.M Bipul Shahriar University of Technology Sydney
Sakia Azam
Sakia Azam
Mezbah Ul Alam
Mezbah Ul Alam
Arhan Dewan
Arhan Dewan

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