Numerical analysis of the crack inspections using hybrid approach for the application the circular cantilever rods
The present study aims to investigate crack presence in a rigid steel beam so that it can be considered in structural design. A finite element method (FEM) had been used with the Ansys 16.1 software to simulate the whole steel body with three different forces and moments with a magnitude force subje...
Saved in:
Main Authors: | , , , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Universiti Putra Malaysia Press
2021
|
Online Access: | http://psasir.upm.edu.my/id/eprint/90420/1/22%20JST-2111-2020.pdf http://psasir.upm.edu.my/id/eprint/90420/ http://www.pertanika.upm.edu.my/resources/files/Pertanika%20PAPERS/JST%20Vol.%2029%20(2)%20Apr.%202021/22%20JST-2111-2020.pdf |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Universiti Putra Malaysia |
Language: | English |
id |
my.upm.eprints.90420 |
---|---|
record_format |
eprints |
spelling |
my.upm.eprints.904202021-09-10T09:02:02Z http://psasir.upm.edu.my/id/eprint/90420/ Numerical analysis of the crack inspections using hybrid approach for the application the circular cantilever rods Raheemah, Saddam Hussein Fadheel, Kareem Idan Hassan, Qais Hussein Mohammed Aned, Ashham Turki Al-Taie, Alaa Abdulazeez Kadhim Sharaf, Hussein The present study aims to investigate crack presence in a rigid steel beam so that it can be considered in structural design. A finite element method (FEM) had been used with the Ansys 16.1 software to simulate the whole steel body with three different forces and moments with a magnitude force subjected at the free end of the beam. The steel rod had been considered as simple cantilever to be modelled by the software. Von Mises stress had been considered in the simulation process where the maximum value of stress due to applied load and moment was 1.9 MPa. Total deformation of the whole body had also been considered to instigate the maximum deformation (4.3mm) due to applied loads and moments. Furthermore, MATLAB and through fuzzy logic had been used to assist in the investigation of cracks. Both approaches had been governed by the EulerBernoulli theory for free vibration of motion equations. The other aim of this study is to evaluate results received from the Ansys with MATLAB for the same boundary conditions as the case. Universiti Putra Malaysia Press 2021-04-30 Article PeerReviewed text en http://psasir.upm.edu.my/id/eprint/90420/1/22%20JST-2111-2020.pdf Raheemah, Saddam Hussein and Fadheel, Kareem Idan and Hassan, Qais Hussein and Mohammed Aned, Ashham and Turki Al-Taie, Alaa Abdulazeez and Kadhim Sharaf, Hussein (2021) Numerical analysis of the crack inspections using hybrid approach for the application the circular cantilever rods. Pertanika Journal of Science & Technology, 29 (2). pp. 1109-1117. ISSN 0128-7680; ESSN: 2231-8526 http://www.pertanika.upm.edu.my/resources/files/Pertanika%20PAPERS/JST%20Vol.%2029%20(2)%20Apr.%202021/22%20JST-2111-2020.pdf |
institution |
Universiti Putra Malaysia |
building |
UPM Library |
collection |
Institutional Repository |
continent |
Asia |
country |
Malaysia |
content_provider |
Universiti Putra Malaysia |
content_source |
UPM Institutional Repository |
url_provider |
http://psasir.upm.edu.my/ |
language |
English |
description |
The present study aims to investigate crack presence in a rigid steel beam so that it can be considered in structural design. A finite element method (FEM) had been used with the Ansys 16.1 software to simulate the whole steel body with three different forces and moments with a magnitude force subjected at the free end of the beam. The steel rod had been considered as simple cantilever to be modelled by the software. Von Mises stress had been considered in the simulation process where the maximum value of stress due to applied load and moment was 1.9 MPa. Total deformation of the whole body had also been considered to instigate the maximum deformation (4.3mm) due to applied loads and moments. Furthermore, MATLAB and through fuzzy logic had been used to assist in the investigation of cracks. Both approaches had been governed by the EulerBernoulli theory for free vibration of motion equations. The other aim of this study is to evaluate results received from the Ansys with MATLAB for the same boundary conditions as the case. |
format |
Article |
author |
Raheemah, Saddam Hussein Fadheel, Kareem Idan Hassan, Qais Hussein Mohammed Aned, Ashham Turki Al-Taie, Alaa Abdulazeez Kadhim Sharaf, Hussein |
spellingShingle |
Raheemah, Saddam Hussein Fadheel, Kareem Idan Hassan, Qais Hussein Mohammed Aned, Ashham Turki Al-Taie, Alaa Abdulazeez Kadhim Sharaf, Hussein Numerical analysis of the crack inspections using hybrid approach for the application the circular cantilever rods |
author_facet |
Raheemah, Saddam Hussein Fadheel, Kareem Idan Hassan, Qais Hussein Mohammed Aned, Ashham Turki Al-Taie, Alaa Abdulazeez Kadhim Sharaf, Hussein |
author_sort |
Raheemah, Saddam Hussein |
title |
Numerical analysis of the crack inspections using hybrid approach for the application the circular cantilever rods |
title_short |
Numerical analysis of the crack inspections using hybrid approach for the application the circular cantilever rods |
title_full |
Numerical analysis of the crack inspections using hybrid approach for the application the circular cantilever rods |
title_fullStr |
Numerical analysis of the crack inspections using hybrid approach for the application the circular cantilever rods |
title_full_unstemmed |
Numerical analysis of the crack inspections using hybrid approach for the application the circular cantilever rods |
title_sort |
numerical analysis of the crack inspections using hybrid approach for the application the circular cantilever rods |
publisher |
Universiti Putra Malaysia Press |
publishDate |
2021 |
url |
http://psasir.upm.edu.my/id/eprint/90420/1/22%20JST-2111-2020.pdf http://psasir.upm.edu.my/id/eprint/90420/ http://www.pertanika.upm.edu.my/resources/files/Pertanika%20PAPERS/JST%20Vol.%2029%20(2)%20Apr.%202021/22%20JST-2111-2020.pdf |
_version_ |
1712286779468414976 |