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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.
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): .
Crossref Journal DOI 10.17406/gjre
Print ISSN 0975-5861
e-ISSN 2249-4596
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Total Score: 134
Country: Australia
Subject: Global Journal of Research in Engineering - E: Civil & Structural
Authors: K.M Bipul Shahriar, Sakia Azam, Mezbah Ul Alam, Arhan Dewan (PhD/Dr. count: 0)
View Count (all-time): 173
Total Views (Real + Logic): 4355
Total Downloads (simulated): 2123
Publish Date: 2014 09, Thu
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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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