Hollow Ratio and Stiffeners Effects Concrete Filled Double Steel Tubes Behaviour
Concrete Filled Double Steel Tubes are mostly used in bridge piers, tall buildings, offshore and coastal structures and power transmission towers. Finite element analyses via ABAQUS software have been performed aiming to evaluate the strength, ductility and plastic deformation of CFDST columns with...
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Iranian Society of Structrual Engineering (ISSE)
2015
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oai:doaj.org-article:ecec515f18f44a0288d1025a32d2e7452021-11-08T15:45:20ZHollow Ratio and Stiffeners Effects Concrete Filled Double Steel Tubes Behaviour2476-39772538-2616https://doaj.org/article/ecec515f18f44a0288d1025a32d2e7452015-12-01T00:00:00Zhttps://www.jsce.ir/article_38642_df83bb899bb7fcd25e5d9d8335f2b7d4.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Concrete Filled Double Steel Tubes are mostly used in bridge piers, tall buildings, offshore and coastal structures and power transmission towers. Finite element analyses via ABAQUS software have been performed aiming to evaluate the strength, ductility and plastic deformation of CFDST columns with different hollow ration and stiffeners configurations. According to analyses results more strength and high ductility levels can be provided decreasing the composite section hollow and increasing stiffeners thickness. More stiffener plates with larger dimensions result in more strength and stiffness in composite columns due to increase in concrete confinement and adjoint interaction of steel and concrete. It also raises plastic deformation level of the columns and postpone the local buckling.Amin GholizadBabak ShiriMasoumeh Sadat MakkiabadiIranian Society of Structrual Engineering (ISSE)articleconcrete filled double steel tubeshollow ratiostiffenerfinite element analysisBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 2, Iss 3, Pp 34-47 (2015) |
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concrete filled double steel tubes hollow ratio stiffener finite element analysis Bridge engineering TG1-470 Building construction TH1-9745 |
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concrete filled double steel tubes hollow ratio stiffener finite element analysis Bridge engineering TG1-470 Building construction TH1-9745 Amin Gholizad Babak Shiri Masoumeh Sadat Makkiabadi Hollow Ratio and Stiffeners Effects Concrete Filled Double Steel Tubes Behaviour |
description |
Concrete Filled Double Steel Tubes are mostly used in bridge piers, tall buildings, offshore and coastal structures and power transmission towers. Finite element analyses via ABAQUS software have been performed aiming to evaluate the strength, ductility and plastic deformation of CFDST columns with different hollow ration and stiffeners configurations. According to analyses results more strength and high ductility levels can be provided decreasing the composite section hollow and increasing stiffeners thickness. More stiffener plates with larger dimensions result in more strength and stiffness in composite columns due to increase in concrete confinement and adjoint interaction of steel and concrete. It also raises plastic deformation level of the columns and postpone the local buckling. |
format |
article |
author |
Amin Gholizad Babak Shiri Masoumeh Sadat Makkiabadi |
author_facet |
Amin Gholizad Babak Shiri Masoumeh Sadat Makkiabadi |
author_sort |
Amin Gholizad |
title |
Hollow Ratio and Stiffeners Effects Concrete Filled Double Steel Tubes Behaviour |
title_short |
Hollow Ratio and Stiffeners Effects Concrete Filled Double Steel Tubes Behaviour |
title_full |
Hollow Ratio and Stiffeners Effects Concrete Filled Double Steel Tubes Behaviour |
title_fullStr |
Hollow Ratio and Stiffeners Effects Concrete Filled Double Steel Tubes Behaviour |
title_full_unstemmed |
Hollow Ratio and Stiffeners Effects Concrete Filled Double Steel Tubes Behaviour |
title_sort |
hollow ratio and stiffeners effects concrete filled double steel tubes behaviour |
publisher |
Iranian Society of Structrual Engineering (ISSE) |
publishDate |
2015 |
url |
https://doaj.org/article/ecec515f18f44a0288d1025a32d2e745 |
work_keys_str_mv |
AT amingholizad hollowratioandstiffenerseffectsconcretefilleddoublesteeltubesbehaviour AT babakshiri hollowratioandstiffenerseffectsconcretefilleddoublesteeltubesbehaviour AT masoumehsadatmakkiabadi hollowratioandstiffenerseffectsconcretefilleddoublesteeltubesbehaviour |
_version_ |
1718441808680189952 |