Effect of Triangular Web Profile on the Shear Behaviour of Steel I-Beam
Shear buckling occurred in the instability modes of steel beams when it slender. This paper developsa three-dimensional finite element model using LUSAS 14.3 to study on the effect ofthe triangularsteel beamwebprofile (T WP) inshearbuckling behaviourof differentthicknesscompared RI to that of thenor...
| Main Authors: | , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Babol Noshirvani University of Technology
2013-01-01
|
| Series: | Iranica Journal of Energy and Environment |
| Subjects: | |
| Online Access: | http://www.ijee.net/Journal/ijee/vol4/no3/7.pdf |
| _version_ | 1797230431172558848 |
|---|---|
| author | Fatimah De’nan MusniraMustar Adzhar Bin Hassan Norbaya Omar |
| author_facet | Fatimah De’nan MusniraMustar Adzhar Bin Hassan Norbaya Omar |
| author_sort | Fatimah De’nan |
| collection | DOAJ |
| description | Shear buckling occurred in the instability modes of steel beams when it slender. This paper developsa three-dimensional finite element model using LUSAS 14.3 to study on the effect ofthe triangularsteel beamwebprofile (T WP) inshearbuckling behaviourof differentthicknesscompared RI to that of thenormalflatbeam (FW).All specimens are cantilever beam which are fixedat one ends. The flange is constant with variable webthickness. Eigenvalue buckling analysis was used in analysing the buckling load of the flat plate model andtriangular web profile (TRIWP). Results showed that the web thickness gave a significant impact on the shearbuckling of the TRIWP. In addition, the corrugation thickness of web was also effective in increasing the shearbuckling capacity of the profile. |
| first_indexed | 2024-04-24T15:28:22Z |
| format | Article |
| id | doaj.art-01905ef71b664c278e8c12e35f3b1757 |
| institution | Directory Open Access Journal |
| issn | 2079-2115 2079-2123 |
| language | English |
| last_indexed | 2024-04-24T15:28:22Z |
| publishDate | 2013-01-01 |
| publisher | Babol Noshirvani University of Technology |
| record_format | Article |
| series | Iranica Journal of Energy and Environment |
| spelling | doaj.art-01905ef71b664c278e8c12e35f3b17572024-04-02T05:15:49ZengBabol Noshirvani University of TechnologyIranica Journal of Energy and Environment2079-21152079-21232013-01-014321922210.5829/idosi.ijee.2013.04.03.07Effect of Triangular Web Profile on the Shear Behaviour of Steel I-BeamFatimah De’nanMusniraMustarAdzhar Bin HassanNorbaya OmarShear buckling occurred in the instability modes of steel beams when it slender. This paper developsa three-dimensional finite element model using LUSAS 14.3 to study on the effect ofthe triangularsteel beamwebprofile (T WP) inshearbuckling behaviourof differentthicknesscompared RI to that of thenormalflatbeam (FW).All specimens are cantilever beam which are fixedat one ends. The flange is constant with variable webthickness. Eigenvalue buckling analysis was used in analysing the buckling load of the flat plate model andtriangular web profile (TRIWP). Results showed that the web thickness gave a significant impact on the shearbuckling of the TRIWP. In addition, the corrugation thickness of web was also effective in increasing the shearbuckling capacity of the profile.http://www.ijee.net/Journal/ijee/vol4/no3/7.pdfTriangular web profileFinite element analysisLUSASShear bucklingEigenvalue |
| spellingShingle | Fatimah De’nan MusniraMustar Adzhar Bin Hassan Norbaya Omar Effect of Triangular Web Profile on the Shear Behaviour of Steel I-Beam Iranica Journal of Energy and Environment Triangular web profile Finite element analysis LUSAS Shear buckling Eigenvalue |
| title | Effect of Triangular Web Profile on the Shear Behaviour of Steel I-Beam |
| title_full | Effect of Triangular Web Profile on the Shear Behaviour of Steel I-Beam |
| title_fullStr | Effect of Triangular Web Profile on the Shear Behaviour of Steel I-Beam |
| title_full_unstemmed | Effect of Triangular Web Profile on the Shear Behaviour of Steel I-Beam |
| title_short | Effect of Triangular Web Profile on the Shear Behaviour of Steel I-Beam |
| title_sort | effect of triangular web profile on the shear behaviour of steel i beam |
| topic | Triangular web profile Finite element analysis LUSAS Shear buckling Eigenvalue |
| url | http://www.ijee.net/Journal/ijee/vol4/no3/7.pdf |
| work_keys_str_mv | AT fatimahdenan effectoftriangularwebprofileontheshearbehaviourofsteelibeam AT musniramustar effectoftriangularwebprofileontheshearbehaviourofsteelibeam AT adzharbinhassan effectoftriangularwebprofileontheshearbehaviourofsteelibeam AT norbayaomar effectoftriangularwebprofileontheshearbehaviourofsteelibeam |