Strength Enhancement of Prestressed Concrete Dapped-End Girders

This paper presents the application of nonlinear finite element models in the analysis of dapped-ends pre-stressed reinforced concrete girders under static loading by using ANSYS software. The girder dimensions are (4.90 m span, 0.40 m depth, 0.20 m width, 0.20 m nib depth, and 0.10 m nib length) an...

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Main Authors: Shatha Dhia Mohammed, Thamer Khudair Mahmoud
Format: Article
Language:English
Published: University of Baghdad 2015-10-01
Series:Journal of Engineering
Online Access:https://www.jcoeng.edu.iq/index.php/main/article/view/334/289
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author Shatha Dhia Mohammed
Thamer Khudair Mahmoud
author_facet Shatha Dhia Mohammed
Thamer Khudair Mahmoud
author_sort Shatha Dhia Mohammed
collection DOAJ
description This paper presents the application of nonlinear finite element models in the analysis of dapped-ends pre-stressed reinforced concrete girders under static loading by using ANSYS software. The girder dimensions are (4.90 m span, 0.40 m depth, 0.20 m width, 0.20 m nib depth, and 0.10 m nib length) and the parameters considered in this research are the pre-stress effect, and strand profile (straight and draped). The numerical results are compared with the experimental results of the same girders. The comparisons are carried out in terms of initial prestress effect, load- deflection curve, and failure load. Good agreement was obtained between the analytical and experimental results. Even that, the numerical model was stiffer than the experimental, but; there were a good agreements in both trends and values. The difference varies in the range (5-12)% for the deflection. Results have shown that the pre-stress force has increased the static ultimate load capacity by (35%) in case of straight strand and by (97%) in case of draped strand
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spelling doaj.art-788c892c97d34fa082f750f4d105ec422023-09-02T16:10:58ZengUniversity of BaghdadJournal of Engineering1726-40732520-33392015-10-012110116Strength Enhancement of Prestressed Concrete Dapped-End GirdersShatha Dhia MohammedThamer Khudair MahmoudThis paper presents the application of nonlinear finite element models in the analysis of dapped-ends pre-stressed reinforced concrete girders under static loading by using ANSYS software. The girder dimensions are (4.90 m span, 0.40 m depth, 0.20 m width, 0.20 m nib depth, and 0.10 m nib length) and the parameters considered in this research are the pre-stress effect, and strand profile (straight and draped). The numerical results are compared with the experimental results of the same girders. The comparisons are carried out in terms of initial prestress effect, load- deflection curve, and failure load. Good agreement was obtained between the analytical and experimental results. Even that, the numerical model was stiffer than the experimental, but; there were a good agreements in both trends and values. The difference varies in the range (5-12)% for the deflection. Results have shown that the pre-stress force has increased the static ultimate load capacity by (35%) in case of straight strand and by (97%) in case of draped strandhttps://www.jcoeng.edu.iq/index.php/main/article/view/334/289
spellingShingle Shatha Dhia Mohammed
Thamer Khudair Mahmoud
Strength Enhancement of Prestressed Concrete Dapped-End Girders
Journal of Engineering
title Strength Enhancement of Prestressed Concrete Dapped-End Girders
title_full Strength Enhancement of Prestressed Concrete Dapped-End Girders
title_fullStr Strength Enhancement of Prestressed Concrete Dapped-End Girders
title_full_unstemmed Strength Enhancement of Prestressed Concrete Dapped-End Girders
title_short Strength Enhancement of Prestressed Concrete Dapped-End Girders
title_sort strength enhancement of prestressed concrete dapped end girders
url https://www.jcoeng.edu.iq/index.php/main/article/view/334/289
work_keys_str_mv AT shathadhiamohammed strengthenhancementofprestressedconcretedappedendgirders
AT thamerkhudairmahmoud strengthenhancementofprestressedconcretedappedendgirders