No Cover Image

Journal article 243 views 55 downloads

Numerical Assessment on Fatigue Failure of Castellated Steel Beams under Sinusoidal Vibration

Z.M. Jaini, S.K. Han Kit, Yuntian Feng Orcid Logo

International Journal of Sustainable Construction Engineering and Technology, Volume: 11, Issue: 1, Pages: 273 - 283

Swansea University Author: Yuntian Feng Orcid Logo

  • 55256.pdf

    PDF | Version of Record

    © 2020 Author(s). All article content, except where otherwise noted, is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.

    Download (1.02MB)

Abstract

Increase cost of material in the construction industry has led to the adoption of castellated steel beam as an alternative to substitute conventional steel rolled beam. However, the presence of web opening has resulted to various structural behaviour under static action and uncertainties under dynam...

Full description

Published in: International Journal of Sustainable Construction Engineering and Technology
ISSN: 2180-3242 2600-795
Published: Concrete Society of Malaysia and Universiti Tun Hussein Onn Malaysia 2020
Online Access: Check full text

URI: https://cronfa.swan.ac.uk/Record/cronfa55256
Tags: Add Tag
No Tags, Be the first to tag this record!
first_indexed 2020-09-24T10:07:08Z
last_indexed 2020-11-10T04:12:25Z
id cronfa55256
recordtype SURis
fullrecord <?xml version="1.0"?><rfc1807><datestamp>2020-11-09T17:09:08.8008819</datestamp><bib-version>v2</bib-version><id>55256</id><entry>2020-09-24</entry><title>Numerical Assessment on Fatigue Failure of Castellated Steel Beams under Sinusoidal Vibration</title><swanseaauthors><author><sid>d66794f9c1357969a5badf654f960275</sid><ORCID>0000-0002-6396-8698</ORCID><firstname>Yuntian</firstname><surname>Feng</surname><name>Yuntian Feng</name><active>true</active><ethesisStudent>false</ethesisStudent></author></swanseaauthors><date>2020-09-24</date><deptcode>CIVL</deptcode><abstract>Increase cost of material in the construction industry has led to the adoption of castellated steel beam as an alternative to substitute conventional steel rolled beam. However, the presence of web opening has resulted to various structural behaviour under static action and uncertainties under dynamic loading, especially fatigue failure. Therefore, this paper presents the numerical assessment on fatigue failure of castellated steel beams. The design of castellated steel beam was based on the parent steel beam of UKB 254 x 102 x 28. Meanwhile, various shapes of web opening (hexagonal, circular and rectangular) with size of 0.75D were considered. The finite-discrete element method program was used as a platform of numerical modelling. The stress range was analysed at 3 Hz of different load amplitudes of sinusoidal vibration. The fatigue life was compared among each shape of web opening at detail categories 90 and 160. At the initial load, the stress range reaches 65 MPa to 150 MPa. When the load increased, the stress range changes diminutively around 240 MPa to 280 MPa. The fatigue life attains at plateau value of 108 cycles, where circular castellated steel beams showed the best performance.</abstract><type>Journal Article</type><journal>International Journal of Sustainable Construction Engineering and Technology</journal><volume>11</volume><journalNumber>1</journalNumber><paginationStart>273</paginationStart><paginationEnd>283</paginationEnd><publisher/><placeOfPublication>Concrete Society of Malaysia and Universiti Tun Hussein Onn Malaysia</placeOfPublication><isbnPrint/><isbnElectronic/><issnPrint>2180-3242</issnPrint><issnElectronic>2600-795</issnElectronic><keywords>Castellated steel beam, finite-discrete element method, stress range, fatigue life, displacement</keywords><publishedDay>24</publishedDay><publishedMonth>4</publishedMonth><publishedYear>2020</publishedYear><publishedDate>2020-04-24</publishedDate><doi>10.30880/ijscet.2020.11.01.026</doi><url/><notes/><college>COLLEGE NANME</college><department>Civil Engineering</department><CollegeCode>COLLEGE CODE</CollegeCode><DepartmentCode>CIVL</DepartmentCode><institution>Swansea University</institution><apcterm/><lastEdited>2020-11-09T17:09:08.8008819</lastEdited><Created>2020-09-24T11:02:39.6631190</Created><path><level id="1">Faculty of Science and Engineering</level><level id="2">School of Aerospace, Civil, Electrical, General and Mechanical Engineering - Civil Engineering</level></path><authors><author><firstname>Z.M.</firstname><surname>Jaini</surname><order>1</order></author><author><firstname>S.K. Han</firstname><surname>Kit</surname><order>2</order></author><author><firstname>Yuntian</firstname><surname>Feng</surname><orcid>0000-0002-6396-8698</orcid><order>3</order></author></authors><documents><document><filename>55256__18244__c82d9510874d42628dd08a21e0b553db.pdf</filename><originalFilename>55256.pdf</originalFilename><uploaded>2020-09-24T11:06:37.6654593</uploaded><type>Output</type><contentLength>1065893</contentLength><contentType>application/pdf</contentType><version>Version of Record</version><cronfaStatus>true</cronfaStatus><documentNotes>&#xA9; 2020 Author(s). All article content, except where otherwise noted, is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.</documentNotes><copyrightCorrect>true</copyrightCorrect><language>eng</language><licence>https://creativecommons.org/licenses/by-nc-sa/4.0/</licence></document></documents><OutputDurs/></rfc1807>
spelling 2020-11-09T17:09:08.8008819 v2 55256 2020-09-24 Numerical Assessment on Fatigue Failure of Castellated Steel Beams under Sinusoidal Vibration d66794f9c1357969a5badf654f960275 0000-0002-6396-8698 Yuntian Feng Yuntian Feng true false 2020-09-24 CIVL Increase cost of material in the construction industry has led to the adoption of castellated steel beam as an alternative to substitute conventional steel rolled beam. However, the presence of web opening has resulted to various structural behaviour under static action and uncertainties under dynamic loading, especially fatigue failure. Therefore, this paper presents the numerical assessment on fatigue failure of castellated steel beams. The design of castellated steel beam was based on the parent steel beam of UKB 254 x 102 x 28. Meanwhile, various shapes of web opening (hexagonal, circular and rectangular) with size of 0.75D were considered. The finite-discrete element method program was used as a platform of numerical modelling. The stress range was analysed at 3 Hz of different load amplitudes of sinusoidal vibration. The fatigue life was compared among each shape of web opening at detail categories 90 and 160. At the initial load, the stress range reaches 65 MPa to 150 MPa. When the load increased, the stress range changes diminutively around 240 MPa to 280 MPa. The fatigue life attains at plateau value of 108 cycles, where circular castellated steel beams showed the best performance. Journal Article International Journal of Sustainable Construction Engineering and Technology 11 1 273 283 Concrete Society of Malaysia and Universiti Tun Hussein Onn Malaysia 2180-3242 2600-795 Castellated steel beam, finite-discrete element method, stress range, fatigue life, displacement 24 4 2020 2020-04-24 10.30880/ijscet.2020.11.01.026 COLLEGE NANME Civil Engineering COLLEGE CODE CIVL Swansea University 2020-11-09T17:09:08.8008819 2020-09-24T11:02:39.6631190 Faculty of Science and Engineering School of Aerospace, Civil, Electrical, General and Mechanical Engineering - Civil Engineering Z.M. Jaini 1 S.K. Han Kit 2 Yuntian Feng 0000-0002-6396-8698 3 55256__18244__c82d9510874d42628dd08a21e0b553db.pdf 55256.pdf 2020-09-24T11:06:37.6654593 Output 1065893 application/pdf Version of Record true © 2020 Author(s). All article content, except where otherwise noted, is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License. true eng https://creativecommons.org/licenses/by-nc-sa/4.0/
title Numerical Assessment on Fatigue Failure of Castellated Steel Beams under Sinusoidal Vibration
spellingShingle Numerical Assessment on Fatigue Failure of Castellated Steel Beams under Sinusoidal Vibration
Yuntian Feng
title_short Numerical Assessment on Fatigue Failure of Castellated Steel Beams under Sinusoidal Vibration
title_full Numerical Assessment on Fatigue Failure of Castellated Steel Beams under Sinusoidal Vibration
title_fullStr Numerical Assessment on Fatigue Failure of Castellated Steel Beams under Sinusoidal Vibration
title_full_unstemmed Numerical Assessment on Fatigue Failure of Castellated Steel Beams under Sinusoidal Vibration
title_sort Numerical Assessment on Fatigue Failure of Castellated Steel Beams under Sinusoidal Vibration
author_id_str_mv d66794f9c1357969a5badf654f960275
author_id_fullname_str_mv d66794f9c1357969a5badf654f960275_***_Yuntian Feng
author Yuntian Feng
author2 Z.M. Jaini
S.K. Han Kit
Yuntian Feng
format Journal article
container_title International Journal of Sustainable Construction Engineering and Technology
container_volume 11
container_issue 1
container_start_page 273
publishDate 2020
institution Swansea University
issn 2180-3242
2600-795
doi_str_mv 10.30880/ijscet.2020.11.01.026
college_str Faculty of Science and Engineering
hierarchytype
hierarchy_top_id facultyofscienceandengineering
hierarchy_top_title Faculty of Science and Engineering
hierarchy_parent_id facultyofscienceandengineering
hierarchy_parent_title Faculty of Science and Engineering
department_str School of Aerospace, Civil, Electrical, General and Mechanical Engineering - Civil Engineering{{{_:::_}}}Faculty of Science and Engineering{{{_:::_}}}School of Aerospace, Civil, Electrical, General and Mechanical Engineering - Civil Engineering
document_store_str 1
active_str 0
description Increase cost of material in the construction industry has led to the adoption of castellated steel beam as an alternative to substitute conventional steel rolled beam. However, the presence of web opening has resulted to various structural behaviour under static action and uncertainties under dynamic loading, especially fatigue failure. Therefore, this paper presents the numerical assessment on fatigue failure of castellated steel beams. The design of castellated steel beam was based on the parent steel beam of UKB 254 x 102 x 28. Meanwhile, various shapes of web opening (hexagonal, circular and rectangular) with size of 0.75D were considered. The finite-discrete element method program was used as a platform of numerical modelling. The stress range was analysed at 3 Hz of different load amplitudes of sinusoidal vibration. The fatigue life was compared among each shape of web opening at detail categories 90 and 160. At the initial load, the stress range reaches 65 MPa to 150 MPa. When the load increased, the stress range changes diminutively around 240 MPa to 280 MPa. The fatigue life attains at plateau value of 108 cycles, where circular castellated steel beams showed the best performance.
published_date 2020-04-24T04:06:02Z
_version_ 1757143642564198400
score 10.927985