Finite element simulation of castellated beam by using civilfem with ansys software

Nowadays in the construction of modem buildings, it is necessary to accommodate pipes and ducts necessary services, such as air conditioning, water supply, sewerage, electricity, computer networks and telephone networks. Finite element method is the leading technique for analysing the behaviour of s...

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Main Author:	Tan, Poh Aun
Format:	Undergraduates Project Papers
Language:	English
Published:	2014
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/12433/ http://umpir.ump.edu.my/id/eprint/12433/ http://umpir.ump.edu.my/id/eprint/12433/1/FKASA%20-%20TAN%20POH%20AUN.PDF

id	ump-12433
recordtype	eprints
spelling	ump-124332016-03-25T01:27:50Z http://umpir.ump.edu.my/id/eprint/12433/ Finite element simulation of castellated beam by using civilfem with ansys software Tan, Poh Aun TA Engineering (General). Civil engineering (General) Nowadays in the construction of modem buildings, it is necessary to accommodate pipes and ducts necessary services, such as air conditioning, water supply, sewerage, electricity, computer networks and telephone networks. Finite element method is the leading technique for analysing the behaviour of structures when subjected to a variety of loads. In order to minimize storey height and achieve economic requirements most of industrial building using castellated beam. Besides that, the intention of castellated beam used in the steel structure is without any additional material also will increase the beam's web depth as well as the strength of the beam. The finite element results are compared in term of load deflection curve, pure bending, shear, and lateral torsional buckling, showing a good agreement. Hence, from the results this study was conducted that finite element analysis is able to give a similar result as the analytical results. Moreover, this results presents the castellated beam results by using the ANSYS software. The objective of this study is to obtain the maximum deflection, maximum von mises strain, maximum von mises stress by Probabilistic Design System (PDS) 2014-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/12433/1/FKASA%20-%20TAN%20POH%20AUN.PDF Tan, Poh Aun (2014) Finite element simulation of castellated beam by using civilfem with ansys software. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:84980&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) Tan, Poh Aun Finite element simulation of castellated beam by using civilfem with ansys software
description	Nowadays in the construction of modem buildings, it is necessary to accommodate pipes and ducts necessary services, such as air conditioning, water supply, sewerage, electricity, computer networks and telephone networks. Finite element method is the leading technique for analysing the behaviour of structures when subjected to a variety of loads. In order to minimize storey height and achieve economic requirements most of industrial building using castellated beam. Besides that, the intention of castellated beam used in the steel structure is without any additional material also will increase the beam's web depth as well as the strength of the beam. The finite element results are compared in term of load deflection curve, pure bending, shear, and lateral torsional buckling, showing a good agreement. Hence, from the results this study was conducted that finite element analysis is able to give a similar result as the analytical results. Moreover, this results presents the castellated beam results by using the ANSYS software. The objective of this study is to obtain the maximum deflection, maximum von mises strain, maximum von mises stress by Probabilistic Design System (PDS)
format	Undergraduates Project Papers
author	Tan, Poh Aun
author_facet	Tan, Poh Aun
author_sort	Tan, Poh Aun
title	Finite element simulation of castellated beam by using civilfem with ansys software
title_short	Finite element simulation of castellated beam by using civilfem with ansys software
title_full	Finite element simulation of castellated beam by using civilfem with ansys software
title_fullStr	Finite element simulation of castellated beam by using civilfem with ansys software
title_full_unstemmed	Finite element simulation of castellated beam by using civilfem with ansys software
title_sort	finite element simulation of castellated beam by using civilfem with ansys software
publishDate	2014
url	http://umpir.ump.edu.my/id/eprint/12433/ http://umpir.ump.edu.my/id/eprint/12433/ http://umpir.ump.edu.my/id/eprint/12433/1/FKASA%20-%20TAN%20POH%20AUN.PDF
first_indexed	2023-09-18T22:14:05Z
last_indexed	2023-09-18T22:14:05Z
_version_	1777415220428275712

Finite element simulation of castellated beam by using civilfem with ansys software

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