Behaviour of Steel Plate Girders with Double Corrugated Webs Under Uniform Bending

Corrugated steel webs have been widely used in various structures, especially in the bridges due to several advantages. Firstly, they can be used to replace the stiffened steel plates of the plate girders to prevent out-of-plane displacements. Secondly, corrugated steel webs improve the aesthetics o...

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Main Authors: Mostafa Alleboudy, MAHMOUD El-Boghdadi, Mostafa Hassanein, Ahmed El Hadidy
Format: Article
Language:Arabic
Published: Faculty of Engineering, Tanta University 2022-03-01
Series:Journal of Engineering Research - Egypt
Subjects:
Online Access:https://erjeng.journals.ekb.eg/article_225091_a738f2c61dfb4f177f42ed5627eb058f.pdf
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author Mostafa Alleboudy
MAHMOUD El-Boghdadi
Mostafa Hassanein
Ahmed El Hadidy
author_facet Mostafa Alleboudy
MAHMOUD El-Boghdadi
Mostafa Hassanein
Ahmed El Hadidy
author_sort Mostafa Alleboudy
collection DOAJ
description Corrugated steel webs have been widely used in various structures, especially in the bridges due to several advantages. Firstly, they can be used to replace the stiffened steel plates of the plate girders to prevent out-of-plane displacements. Secondly, corrugated steel webs improve the aesthetics of structures and reduce the cost of beam fabrication. Recently some researchers have studied the use of steel plate girders with double corrugated webs which showed an increase in the girder strength. Thus, the focus of this study is to investigate the behaviour of steel plate girders with double corrugated webs. The basic goal of this study is to deepen the understanding of the flexural behaviour of the simply supported plate girders with double corrugated webs (PGDCWs) by investigating the behaviour of simply supported plate girders with double corrugated webs (PGDCWs) under the influence of static loading and uniform bending moment until their failure and to verify the theoretical model. This study, also, aims to study the effect of the section properties on the behaviour and flexural strength of simply supported PGDCWs and to establish the basic input parameters and modelling criterion required for non-linear finite element analysis of simply supported PGDCWs. Then, a parametric study is conducted to investigate various design parameters.
format Article
id doaj-art-29a74cb7352848d2864cdafd022d04cb
institution OA Journals
issn 2356-9441
2735-4873
language Arabic
publishDate 2022-03-01
publisher Faculty of Engineering, Tanta University
record_format Article
series Journal of Engineering Research - Egypt
spelling doaj-art-29a74cb7352848d2864cdafd022d04cb2025-08-20T02:23:52ZaraFaculty of Engineering, Tanta UniversityJournal of Engineering Research - Egypt2356-94412735-48732022-03-0161596510.21608/erjeng.2022.127141.1056225091Behaviour of Steel Plate Girders with Double Corrugated Webs Under Uniform BendingMostafa Alleboudy0MAHMOUD El-Boghdadi1Mostafa Hassanein2Ahmed El Hadidy3Structural, Engineering, Tanta, Tanta, EgyptStructural, Engineering, Tanta, Tanta, EgyptStructural, Engineering, Tanta, Tanta, EgyptStructural, Engineering, Tanta, Tanta, EgyptCorrugated steel webs have been widely used in various structures, especially in the bridges due to several advantages. Firstly, they can be used to replace the stiffened steel plates of the plate girders to prevent out-of-plane displacements. Secondly, corrugated steel webs improve the aesthetics of structures and reduce the cost of beam fabrication. Recently some researchers have studied the use of steel plate girders with double corrugated webs which showed an increase in the girder strength. Thus, the focus of this study is to investigate the behaviour of steel plate girders with double corrugated webs. The basic goal of this study is to deepen the understanding of the flexural behaviour of the simply supported plate girders with double corrugated webs (PGDCWs) by investigating the behaviour of simply supported plate girders with double corrugated webs (PGDCWs) under the influence of static loading and uniform bending moment until their failure and to verify the theoretical model. This study, also, aims to study the effect of the section properties on the behaviour and flexural strength of simply supported PGDCWs and to establish the basic input parameters and modelling criterion required for non-linear finite element analysis of simply supported PGDCWs. Then, a parametric study is conducted to investigate various design parameters.https://erjeng.journals.ekb.eg/article_225091_a738f2c61dfb4f177f42ed5627eb058f.pdfplate girdersdouble corrugated websuniform bending
spellingShingle Mostafa Alleboudy
MAHMOUD El-Boghdadi
Mostafa Hassanein
Ahmed El Hadidy
Behaviour of Steel Plate Girders with Double Corrugated Webs Under Uniform Bending
Journal of Engineering Research - Egypt
plate girders
double corrugated webs
uniform bending
title Behaviour of Steel Plate Girders with Double Corrugated Webs Under Uniform Bending
title_full Behaviour of Steel Plate Girders with Double Corrugated Webs Under Uniform Bending
title_fullStr Behaviour of Steel Plate Girders with Double Corrugated Webs Under Uniform Bending
title_full_unstemmed Behaviour of Steel Plate Girders with Double Corrugated Webs Under Uniform Bending
title_short Behaviour of Steel Plate Girders with Double Corrugated Webs Under Uniform Bending
title_sort behaviour of steel plate girders with double corrugated webs under uniform bending
topic plate girders
double corrugated webs
uniform bending
url https://erjeng.journals.ekb.eg/article_225091_a738f2c61dfb4f177f42ed5627eb058f.pdf
work_keys_str_mv AT mostafaalleboudy behaviourofsteelplategirderswithdoublecorrugatedwebsunderuniformbending
AT mahmoudelboghdadi behaviourofsteelplategirderswithdoublecorrugatedwebsunderuniformbending
AT mostafahassanein behaviourofsteelplategirderswithdoublecorrugatedwebsunderuniformbending
AT ahmedelhadidy behaviourofsteelplategirderswithdoublecorrugatedwebsunderuniformbending