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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Autores principales: Amin Gholizad, Babak Shiri, Masoumeh Sadat Makkiabadi
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Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2015
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Acceso en línea:https://doaj.org/article/ecec515f18f44a0288d1025a32d2e745
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spelling 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)
institution DOAJ
collection DOAJ
language FA
topic concrete filled double steel tubes
hollow ratio
stiffener
finite element analysis
Bridge engineering
TG1-470
Building construction
TH1-9745
spellingShingle 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
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