Please use this identifier to cite or link to this item: https://repository.sustech.edu/handle/123456789/9048
Title: ComparativeAnalysis of bridge deck between Beam - Shell And 3D Solid Finite Element Models
Other Titles: مقارنة تحليلية لأرضية جسربين عنصر العارضة –القشرة والعنصر الصلب ثلاثى الابعاد
Authors: Fadul, Asma AbdEljalil
Supervisor - Ali Hussein Mohammed Ali
Keywords: Civil Engineering Structures
Comparative Analysis of the ground Gesrbin
The crust and three-dimensional solid element
Issue Date: 10-Jan-2014
Publisher: Sudan University of Science and Technology
Citation: Fadul,Asma AbdEljalil .ComparativeAnalysis of bridge deck between Beam - Shell And 3D Solid Finite Element Models /AsmaAbdEljalilFadulHamad;Ali Hussein Mohammed Ali .-kartoum:Sudan University of Science and Technology,College of Engineering,2014.-108p:ill;28cm.-M.Sc.
Abstract: Nowadays engineer use computer software foranalysis and design structures. There is a lot of engineering software that can be used in civil engineering practice. Using computer engineer can design and analyze structure with less error and time particularly for complex structures such as bridge decks. Bridge decks are analyzed using several methods. The most advanced method for analyzing the bridge deck is finite element method. In finite element analysis, bridge deck can be analyzed through a variety of models in 2D and 3D. In this study, bridge decks were analyzed by beam - shell and 3D solid model using SAF software. The study is focused to compare the behavior of the tow models to determine the more effective one. The result of the study show that 3D solid model is able to provide the necessary parameters for design purpose and more acceptable results compare with beam and shell model.
Description: thesis
URI: http://repository.sustech.edu/handle/123456789/9048
Appears in Collections:Masters Dissertations : Engineering

Files in This Item:
File Description SizeFormat 
Comparative Analysis of bridge .pdfTitle&Abstract559.81 kBAdobe PDFView/Open
Chapter One.pdfChapter 279.57 kBAdobe PDFView/Open
Chapter Two.pdfChapter 299.57 kBAdobe PDFView/Open
Chapter Three.pdfChapter 1.49 MBAdobe PDFView/Open
Chapter Four.pdfChapter 507.3 kBAdobe PDFView/Open
Chapter Five.pdfChapter 1.1 MBAdobe PDFView/Open
Chapter Six.pdfChapter 167.51 kBAdobe PDFView/Open
Position.pdfPosition1.69 MBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.