Nonlinear finite element analysis of steel frame

Finite element analysis (FEA) has become common place in recent years, and is now the basis of a multibillion dollar per year industry. Numerical solutions to even very complicated stress problems can now be obtained routinely using FEA, and the method is so important. This study is about modeling o...

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Main Author:	Nadia Ashikin , Zainal Bahri
Format:	Undergraduates Project Papers
Language:	English
Published:	2012
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/7756/ http://umpir.ump.edu.my/id/eprint/7756/ http://umpir.ump.edu.my/id/eprint/7756/1/NADIA_ASHIKIN_BINTI_ZAINAL_BAHRI.PDF

id	ump-7756
recordtype	eprints
spelling	ump-77562015-03-03T09:37:57Z http://umpir.ump.edu.my/id/eprint/7756/ Nonlinear finite element analysis of steel frame Nadia Ashikin , Zainal Bahri TA Engineering (General). Civil engineering (General) Finite element analysis (FEA) has become common place in recent years, and is now the basis of a multibillion dollar per year industry. Numerical solutions to even very complicated stress problems can now be obtained routinely using FEA, and the method is so important. This study is about modeling of steel frame structure using Ansys 12.0 (APDL) and determines the maximum deflection when the load is applied to the model. Ansys is software based on the finite element analysis (FEA) widely used in the computer-aided engineering (CAB) field. There are six random inputs will be used in this study which is Young Modulus (EX), Poison Ratio, Density, Area, Uniform Distributed Load (UDL) and Fy Loads. The random output will be the graph of maximum deflection. This study is going to be basic guidelines on how to implement the civil engineering element using Ansys software. This paper considers the practical application of nonlinear models in the analysis of steel structures. The results of some analyses performed using the steel model of the general purpose finite element code Ansys are presented and discussed. The differences observed in the response of the same steel frame as some variations are made in a material model that is always basically the same are emphasized. The consequences of small changes in modeling are discussed and it is shown that satisfactory results may be obtained from relatively simple and limited models. 2012-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/7756/1/NADIA_ASHIKIN_BINTI_ZAINAL_BAHRI.PDF Nadia Ashikin , Zainal Bahri (2012) Nonlinear finite element analysis of steel frame. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:76367&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Nadia Ashikin , Zainal Bahri Nonlinear finite element analysis of steel frame
description	Finite element analysis (FEA) has become common place in recent years, and is now the basis of a multibillion dollar per year industry. Numerical solutions to even very complicated stress problems can now be obtained routinely using FEA, and the method is so important. This study is about modeling of steel frame structure using Ansys 12.0 (APDL) and determines the maximum deflection when the load is applied to the model. Ansys is software based on the finite element analysis (FEA) widely used in the computer-aided engineering (CAB) field. There are six random inputs will be used in this study which is Young Modulus (EX), Poison Ratio, Density, Area, Uniform Distributed Load (UDL) and Fy Loads. The random output will be the graph of maximum deflection. This study is going to be basic guidelines on how to implement the civil engineering element using Ansys software. This paper considers the practical application of nonlinear models in the analysis of steel structures. The results of some analyses performed using the steel model of the general purpose finite element code Ansys are presented and discussed. The differences observed in the response of the same steel frame as some variations are made in a material model that is always basically the same are emphasized. The consequences of small changes in modeling are discussed and it is shown that satisfactory results may be obtained from relatively simple and limited models.
format	Undergraduates Project Papers
author	Nadia Ashikin , Zainal Bahri
author_facet	Nadia Ashikin , Zainal Bahri
author_sort	Nadia Ashikin , Zainal Bahri
title	Nonlinear finite element analysis of steel frame
title_short	Nonlinear finite element analysis of steel frame
title_full	Nonlinear finite element analysis of steel frame
title_fullStr	Nonlinear finite element analysis of steel frame
title_full_unstemmed	Nonlinear finite element analysis of steel frame
title_sort	nonlinear finite element analysis of steel frame
publishDate	2012
url	http://umpir.ump.edu.my/id/eprint/7756/ http://umpir.ump.edu.my/id/eprint/7756/ http://umpir.ump.edu.my/id/eprint/7756/1/NADIA_ASHIKIN_BINTI_ZAINAL_BAHRI.PDF
first_indexed	2023-09-18T22:04:42Z
last_indexed	2023-09-18T22:04:42Z
_version_	1777414630582255616

Nonlinear finite element analysis of steel frame

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