Finite element analysis of steel arch frame using ANSYS

In this study, A arches are a continuous-curve, plane, structural elements usually lie in a vertical plane designed to carry load, especially vertically. The main characteristic is the ability to move the arch of the external load through the power mainly, with the support of the compression. The 3D...

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Main Author:	Ahmad Wafiq Firdaus, Zulkifli
Format:	Undergraduates Project Papers
Language:	English English English
Published:	2015
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/12188/ http://umpir.ump.edu.my/id/eprint/12188/ http://umpir.ump.edu.my/id/eprint/12188/1/Finite%20element%20analysis%20of%20steel%20arch%20frame%20using%20ANSYS%20%20-%20CHAP%203.pdf http://umpir.ump.edu.my/id/eprint/12188/7/Finite%20element%20analysis%20of%20steel%20arch%20frame%20using%20ANSYS%20-%20CHAP%201.pdf http://umpir.ump.edu.my/id/eprint/12188/13/Finite%20element%20analysis%20of%20steel%20arch%20frame%20using%20ANSYS%20-%2024%20Pages.pdf

id	ump-12188
recordtype	eprints
spelling	ump-121882016-11-11T06:50:18Z http://umpir.ump.edu.my/id/eprint/12188/ Finite element analysis of steel arch frame using ANSYS Ahmad Wafiq Firdaus, Zulkifli TA Engineering (General). Civil engineering (General) In this study, A arches are a continuous-curve, plane, structural elements usually lie in a vertical plane designed to carry load, especially vertically. The main characteristic is the ability to move the arch of the external load through the power mainly, with the support of the compression. The 3D arch frame analysed by manual calculation and ANSYS program with the probability method. This analysis is to determine the stress, strain, deflection and deformation. In addition, the structure is examined according to Eurocode 3 as well. It is very stable in terms of everything and low cost. Materials and space truss geometry satisfied for this study because it passed all design criteria in the design of tension, compression and buckling. Numerical results show very good agreement with the results of manual calculations. From the simulation results, we recognize the actual behaviour of the structure under the applied load. In the analysis of probability, we get the results of the cumulative distribution function, histogram plot, and history plot sensitivity easily by 10,000 times simulation for any input and output 2015 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/12188/1/Finite%20element%20analysis%20of%20steel%20arch%20frame%20using%20ANSYS%20%20-%20CHAP%203.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12188/7/Finite%20element%20analysis%20of%20steel%20arch%20frame%20using%20ANSYS%20-%20CHAP%201.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12188/13/Finite%20element%20analysis%20of%20steel%20arch%20frame%20using%20ANSYS%20-%2024%20Pages.pdf Ahmad Wafiq Firdaus, Zulkifli (2015) Finite element analysis of steel arch frame using ANSYS. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:92164&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English English English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Ahmad Wafiq Firdaus, Zulkifli Finite element analysis of steel arch frame using ANSYS
description	In this study, A arches are a continuous-curve, plane, structural elements usually lie in a vertical plane designed to carry load, especially vertically. The main characteristic is the ability to move the arch of the external load through the power mainly, with the support of the compression. The 3D arch frame analysed by manual calculation and ANSYS program with the probability method. This analysis is to determine the stress, strain, deflection and deformation. In addition, the structure is examined according to Eurocode 3 as well. It is very stable in terms of everything and low cost. Materials and space truss geometry satisfied for this study because it passed all design criteria in the design of tension, compression and buckling. Numerical results show very good agreement with the results of manual calculations. From the simulation results, we recognize the actual behaviour of the structure under the applied load. In the analysis of probability, we get the results of the cumulative distribution function, histogram plot, and history plot sensitivity easily by 10,000 times simulation for any input and output
format	Undergraduates Project Papers
author	Ahmad Wafiq Firdaus, Zulkifli
author_facet	Ahmad Wafiq Firdaus, Zulkifli
author_sort	Ahmad Wafiq Firdaus, Zulkifli
title	Finite element analysis of steel arch frame using ANSYS
title_short	Finite element analysis of steel arch frame using ANSYS
title_full	Finite element analysis of steel arch frame using ANSYS
title_fullStr	Finite element analysis of steel arch frame using ANSYS
title_full_unstemmed	Finite element analysis of steel arch frame using ANSYS
title_sort	finite element analysis of steel arch frame using ansys
publishDate	2015
url	http://umpir.ump.edu.my/id/eprint/12188/ http://umpir.ump.edu.my/id/eprint/12188/ http://umpir.ump.edu.my/id/eprint/12188/1/Finite%20element%20analysis%20of%20steel%20arch%20frame%20using%20ANSYS%20%20-%20CHAP%203.pdf http://umpir.ump.edu.my/id/eprint/12188/7/Finite%20element%20analysis%20of%20steel%20arch%20frame%20using%20ANSYS%20-%20CHAP%201.pdf http://umpir.ump.edu.my/id/eprint/12188/13/Finite%20element%20analysis%20of%20steel%20arch%20frame%20using%20ANSYS%20-%2024%20Pages.pdf
first_indexed	2023-09-18T22:13:34Z
last_indexed	2023-09-18T22:13:34Z
_version_	1777415188022034432

Finite element analysis of steel arch frame using ANSYS

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