Comparison between experimental and numerical of RC-wall with opening / Tajul Fikri Salleh Masri

The Finite Element Method is a numerical solution technique applicable to a broad range of engineering and physic problems. It is a basic calculation for almost all computer design system. This Finite Element method addresses the difficulty by dividing the region into small sub regions and used as a...

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Main Author:	Salleh Masri, Tajul Fikri
Format:	Student Project
Language:	English
Published:	Faculty of Civil Engineering 2007
Subjects:	Building materials Wall panels
Online Access:	http://ir.uitm.edu.my/id/eprint/19758/ http://ir.uitm.edu.my/id/eprint/19758/1/PPb_TAJUL%20FIKRI%20SALLEH%20MASRI%20EC%20P%2007_5.pdf.pdf

id	uitm-19758
recordtype	eprints
spelling	uitm-197582018-07-30T02:49:19Z http://ir.uitm.edu.my/id/eprint/19758/ Comparison between experimental and numerical of RC-wall with opening / Tajul Fikri Salleh Masri Salleh Masri, Tajul Fikri Building materials Wall panels The Finite Element Method is a numerical solution technique applicable to a broad range of engineering and physic problems. It is a basic calculation for almost all computer design system. This Finite Element method addresses the difficulty by dividing the region into small sub regions and used as a basic calculation. Therefore this study was carried out to determine the comparison between manual and finite element of analysis of RC-wall with opening. For the preliminary analysis of RC wall with opening, the study is done based software (FEM-linear and FEM- nonlinear) and lab work. Therefore the model for this project is a RC wall with openings with 1.2m meter height. The dimension of the RC wall is 1400mm x 1200mm x 75mm where the l/h ratio is 1.0 with target strength of the concrete are, fcu = 30kN/mm2. The RC wall is designed using FEM-linear and FEM-nonlinear and will be tested after 28 days due to lab work procedure. The conditions of the RC wall with openings that will be designed and tested are: a) A simply supported RC-wall with openings is subjected to uniformly distributed load at top of the wall. b) A simply supported RC-wall with openings is subjected to point load at the mid-top of the wall. c) A line supported RC-wall with opening is subjected to point load at the mid-top of the wall. d) A line supported RC-wall with opening is subjected to uniformly distributed load at top of the wall. In solving these problems, computer software called LUSAS using the fundamental concept of finite element was used. The software is the most suitable for both simple and complicated structural analysis. The software was applied for every model with similar number of elements, nodes, load, sizes and material properties. A comparison was made between the models with the laboratory work. Faculty of Civil Engineering 2007-04 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/19758/1/PPb_TAJUL%20FIKRI%20SALLEH%20MASRI%20EC%20P%2007_5.pdf.pdf Salleh Masri, Tajul Fikri (2007) Comparison between experimental and numerical of RC-wall with opening / Tajul Fikri Salleh Masri. [Student Project] (Submitted)
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Teknologi MARA
building	UiTM Institutional Repository
collection	Online Access
language	English
topic	Building materials Wall panels
spellingShingle	Building materials Wall panels Salleh Masri, Tajul Fikri Comparison between experimental and numerical of RC-wall with opening / Tajul Fikri Salleh Masri
description	The Finite Element Method is a numerical solution technique applicable to a broad range of engineering and physic problems. It is a basic calculation for almost all computer design system. This Finite Element method addresses the difficulty by dividing the region into small sub regions and used as a basic calculation. Therefore this study was carried out to determine the comparison between manual and finite element of analysis of RC-wall with opening. For the preliminary analysis of RC wall with opening, the study is done based software (FEM-linear and FEM- nonlinear) and lab work. Therefore the model for this project is a RC wall with openings with 1.2m meter height. The dimension of the RC wall is 1400mm x 1200mm x 75mm where the l/h ratio is 1.0 with target strength of the concrete are, fcu = 30kN/mm2. The RC wall is designed using FEM-linear and FEM-nonlinear and will be tested after 28 days due to lab work procedure. The conditions of the RC wall with openings that will be designed and tested are: a) A simply supported RC-wall with openings is subjected to uniformly distributed load at top of the wall. b) A simply supported RC-wall with openings is subjected to point load at the mid-top of the wall. c) A line supported RC-wall with opening is subjected to point load at the mid-top of the wall. d) A line supported RC-wall with opening is subjected to uniformly distributed load at top of the wall. In solving these problems, computer software called LUSAS using the fundamental concept of finite element was used. The software is the most suitable for both simple and complicated structural analysis. The software was applied for every model with similar number of elements, nodes, load, sizes and material properties. A comparison was made between the models with the laboratory work.
format	Student Project
author	Salleh Masri, Tajul Fikri
author_facet	Salleh Masri, Tajul Fikri
author_sort	Salleh Masri, Tajul Fikri
title	Comparison between experimental and numerical of RC-wall with opening / Tajul Fikri Salleh Masri
title_short	Comparison between experimental and numerical of RC-wall with opening / Tajul Fikri Salleh Masri
title_full	Comparison between experimental and numerical of RC-wall with opening / Tajul Fikri Salleh Masri
title_fullStr	Comparison between experimental and numerical of RC-wall with opening / Tajul Fikri Salleh Masri
title_full_unstemmed	Comparison between experimental and numerical of RC-wall with opening / Tajul Fikri Salleh Masri
title_sort	comparison between experimental and numerical of rc-wall with opening / tajul fikri salleh masri
publisher	Faculty of Civil Engineering
publishDate	2007
url	http://ir.uitm.edu.my/id/eprint/19758/ http://ir.uitm.edu.my/id/eprint/19758/1/PPb_TAJUL%20FIKRI%20SALLEH%20MASRI%20EC%20P%2007_5.pdf.pdf
first_indexed	2023-09-18T23:03:14Z
last_indexed	2023-09-18T23:03:14Z
_version_	1777418312381104128

Comparison between experimental and numerical of RC-wall with opening / Tajul Fikri Salleh Masri

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