Cover Image

Development of efficiency analysis for I-beam steel section with web opening via numerical method

Purpose – Due to the enormous increase in economic development, structural steel material gives an advantage for the construction of stadiums, factories, bridges and cities building design. The purpose of this study is to investigate the behaviour of bending, buckling and torsion for I-beam steel...

Full description

Saved in:
Bibliographic Details
Main Authors: De' nan, Fatimah, Hashim, Nor Salwani, Singh, Amarpreet Kaur Mahinder
Format: Article
Language:English
Published: 2022
Subjects:
TA1-2040 Engineering (General). Civil engineering (General)
Online Access:http://eprints.usm.my/53630/1/10-1108_WJE-03-2022-0117.pdf
http://eprints.usm.my/53630/
https://doi.org/10.1108/WJE-03-2022-0117
Tags: Add Tag
No Tags, Be the first to tag this record!
id my.usm.eprints.53630
record_format eprints
spelling my.usm.eprints.53630 http://eprints.usm.my/53630/ Development of efficiency analysis for I-beam steel section with web opening via numerical method De' nan, Fatimah Hashim, Nor Salwani Singh, Amarpreet Kaur Mahinder TA1-2040 Engineering (General). Civil engineering (General) Purpose – Due to the enormous increase in economic development, structural steel material gives an advantage for the construction of stadiums, factories, bridges and cities building design. The purpose of this study is to investigate the behaviour of bending, buckling and torsion for I-beam steel section with and without web opening using non-linear finite element analysis. Design/methodology/approach – The control model was simulated via LUSAS software with the four main parameters which included opening size, layout, shape and orientation. The analysis used a constant beam span which is 3.5m while the edge distance from the centre of the opening to the edge of the beam is kept constant at 250mm at each end. Findings – The analysis results show that the optimum opening size obtained is 0.65 D while optimum layout of opening is Layout 1 with nine web openings. Under bending behaviour, steel section with octagon shapes of web opening shows the highest yield load, yield moment and thus highest structural efficiency as compared to other shapes of openings. Besides, square shape of web opening has the highest structural efficiency under buckling behaviour. The lower buckling load and buckling moment contribute to the higher structural efficiency. Originality/value – Further, the square web opening with counter clockwise has the highest structural efficiency under torsion behaviour. 2022-05 Article PeerReviewed application/pdf en http://eprints.usm.my/53630/1/10-1108_WJE-03-2022-0117.pdf De' nan, Fatimah and Hashim, Nor Salwani and Singh, Amarpreet Kaur Mahinder (2022) Development of efficiency analysis for I-beam steel section with web opening via numerical method. World Journal of Engineering. ISSN 1708-5284 (In Press) https://doi.org/10.1108/WJE-03-2022-0117
institution Universiti Sains Malaysia
building Hamzah Sendut Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Sains Malaysia
content_source USM Institutional Repository
url_provider http://eprints.usm.my/
language English
topic TA1-2040 Engineering (General). Civil engineering (General)
spellingShingle TA1-2040 Engineering (General). Civil engineering (General)
De' nan, Fatimah
Hashim, Nor Salwani
Singh, Amarpreet Kaur Mahinder
Development of efficiency analysis for I-beam steel section with web opening via numerical method
description Purpose – Due to the enormous increase in economic development, structural steel material gives an advantage for the construction of stadiums, factories, bridges and cities building design. The purpose of this study is to investigate the behaviour of bending, buckling and torsion for I-beam steel section with and without web opening using non-linear finite element analysis. Design/methodology/approach – The control model was simulated via LUSAS software with the four main parameters which included opening size, layout, shape and orientation. The analysis used a constant beam span which is 3.5m while the edge distance from the centre of the opening to the edge of the beam is kept constant at 250mm at each end. Findings – The analysis results show that the optimum opening size obtained is 0.65 D while optimum layout of opening is Layout 1 with nine web openings. Under bending behaviour, steel section with octagon shapes of web opening shows the highest yield load, yield moment and thus highest structural efficiency as compared to other shapes of openings. Besides, square shape of web opening has the highest structural efficiency under buckling behaviour. The lower buckling load and buckling moment contribute to the higher structural efficiency. Originality/value – Further, the square web opening with counter clockwise has the highest structural efficiency under torsion behaviour.
format Article
author De' nan, Fatimah
Hashim, Nor Salwani
Singh, Amarpreet Kaur Mahinder
author_facet De' nan, Fatimah
Hashim, Nor Salwani
Singh, Amarpreet Kaur Mahinder
author_sort De' nan, Fatimah
title Development of efficiency analysis for I-beam steel section with web opening via numerical method
title_short Development of efficiency analysis for I-beam steel section with web opening via numerical method
title_full Development of efficiency analysis for I-beam steel section with web opening via numerical method
title_fullStr Development of efficiency analysis for I-beam steel section with web opening via numerical method
title_full_unstemmed Development of efficiency analysis for I-beam steel section with web opening via numerical method
title_sort development of efficiency analysis for i-beam steel section with web opening via numerical method
publishDate 2022
url http://eprints.usm.my/53630/1/10-1108_WJE-03-2022-0117.pdf
http://eprints.usm.my/53630/
https://doi.org/10.1108/WJE-03-2022-0117
_version_ 1739829005405650944
score 13.211869

Similar Items