Static Analysis of Steel Plates and Sections Retrofitted with FRP Plates by Finite Elements Modelling
Nowadays the use of FRP composites for strengthening steel structures has been considered by researchers. In present study, The maximum deformation of steel plates and structural sections before and after strengthening by GFRP plates was evaluated by modelling and static analysis using ABAQUS finite...
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Iranian Society of Structrual Engineering (ISSE)
2019
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oai:doaj.org-article:bdd7cb398f2f409097e5c982803f6d432021-11-08T15:52:50ZStatic Analysis of Steel Plates and Sections Retrofitted with FRP Plates by Finite Elements Modelling2476-39772538-261610.22065/jsce.2018.109862.1407https://doaj.org/article/bdd7cb398f2f409097e5c982803f6d432019-11-01T00:00:00Zhttps://www.jsce.ir/article_60575_951c77c914cbaeca41056ab13b3c68f6.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Nowadays the use of FRP composites for strengthening steel structures has been considered by researchers. In present study, The maximum deformation of steel plates and structural sections before and after strengthening by GFRP plates was evaluated by modelling and static analysis using ABAQUS finite element software. The results indicated the amount of increasing rate in stiffness and load capacity of studied steel plates and I-shaped beams. In this strengthening method, better results would be achieved by installing GFRP plates to the flange of the beam in comparison with installing them to the web of the beam. The results for studied steel hollow sections and I-shaped columns, comparing axial and lateral behaviour of specimens before and after strengthening indicates the increasing rate in axial stiffness and therefore increase in load carrying capacity of columns in comparison with bare specimens. In this research, the influence of geometric imperfection on the reduction of the limit loads of the bare as well as the retrofitted steel plates was also evaluated. The results indicated that the strengthening of steel plates with GFRP plates could be decreased by the sensitivity of them due to presence of initial geometric imperfections, particularly for plates with higher width-to-thickness ratio.Hossein AmoushahiMohammad GhasemitabarIranian Society of Structrual Engineering (ISSE)articlefrp compositestatic analysissteel membersstrengtheningfinite elementBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 6, Iss شماره ویژه 3, Pp 107-131 (2019) |
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DOAJ |
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DOAJ |
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FA |
| topic |
frp composite static analysis steel members strengthening finite element Bridge engineering TG1-470 Building construction TH1-9745 |
| spellingShingle |
frp composite static analysis steel members strengthening finite element Bridge engineering TG1-470 Building construction TH1-9745 Hossein Amoushahi Mohammad Ghasemitabar Static Analysis of Steel Plates and Sections Retrofitted with FRP Plates by Finite Elements Modelling |
| description |
Nowadays the use of FRP composites for strengthening steel structures has been considered by researchers. In present study, The maximum deformation of steel plates and structural sections before and after strengthening by GFRP plates was evaluated by modelling and static analysis using ABAQUS finite element software. The results indicated the amount of increasing rate in stiffness and load capacity of studied steel plates and I-shaped beams. In this strengthening method, better results would be achieved by installing GFRP plates to the flange of the beam in comparison with installing them to the web of the beam. The results for studied steel hollow sections and I-shaped columns, comparing axial and lateral behaviour of specimens before and after strengthening indicates the increasing rate in axial stiffness and therefore increase in load carrying capacity of columns in comparison with bare specimens. In this research, the influence of geometric imperfection on the reduction of the limit loads of the bare as well as the retrofitted steel plates was also evaluated. The results indicated that the strengthening of steel plates with GFRP plates could be decreased by the sensitivity of them due to presence of initial geometric imperfections, particularly for plates with higher width-to-thickness ratio. |
| format |
article |
| author |
Hossein Amoushahi Mohammad Ghasemitabar |
| author_facet |
Hossein Amoushahi Mohammad Ghasemitabar |
| author_sort |
Hossein Amoushahi |
| title |
Static Analysis of Steel Plates and Sections Retrofitted with FRP Plates by Finite Elements Modelling |
| title_short |
Static Analysis of Steel Plates and Sections Retrofitted with FRP Plates by Finite Elements Modelling |
| title_full |
Static Analysis of Steel Plates and Sections Retrofitted with FRP Plates by Finite Elements Modelling |
| title_fullStr |
Static Analysis of Steel Plates and Sections Retrofitted with FRP Plates by Finite Elements Modelling |
| title_full_unstemmed |
Static Analysis of Steel Plates and Sections Retrofitted with FRP Plates by Finite Elements Modelling |
| title_sort |
static analysis of steel plates and sections retrofitted with frp plates by finite elements modelling |
| publisher |
Iranian Society of Structrual Engineering (ISSE) |
| publishDate |
2019 |
| url |
https://doaj.org/article/bdd7cb398f2f409097e5c982803f6d43 |
| work_keys_str_mv |
AT hosseinamoushahi staticanalysisofsteelplatesandsectionsretrofittedwithfrpplatesbyfiniteelementsmodelling AT mohammadghasemitabar staticanalysisofsteelplatesandsectionsretrofittedwithfrpplatesbyfiniteelementsmodelling |
| _version_ |
1718441697883455488 |