Numerical tests of steel beam-to-column semi-rigid connections
This paper presents an analysis of semi-rigid beam-to-column connections in which the beam is connected to column not at 90 degrees angle. Beam-to-column bolted end-plate connections that are subjected to pure bending were modelled by three-dimensional finite elements. Numerical modelling of connec...
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Vilnius Gediminas Technical University
2003-12-01
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doaj-1d09188a1ca4452db8a702075d6166192021-07-02T06:56:25ZengVilnius Gediminas Technical UniversityJournal of Civil Engineering and Management1392-37301822-36052003-12-019410.3846/13923730.2003.10531342Numerical tests of steel beam-to-column semi-rigid connectionsKęstutis Urbonas0Alfonsas Daniūnas1Dept of Steel and Timber Structures , Vilnius Gediminas Technical University , Saulėtekio al. 11, LT-2040 , Vilnius , LithuaniaDept of Steel and Timber Structures , Vilnius Gediminas Technical University , Saulėtekio al. 11, LT-2040 , Vilnius , Lithuania This paper presents an analysis of semi-rigid beam-to-column connections in which the beam is connected to column not at 90 degrees angle. Beam-to-column bolted end-plate connections that are subjected to pure bending were modelled by three-dimensional finite elements. Numerical modelling of connection covers the geometrical and material non-linearities as well as contact and separation between various components of connection. Moment-rotation M-Φ curves for modelled connections using numerical results are made and stress distribution in connection components is presented. The study shows a significant influence of inclination of beam and quantity and location of bolts on the joint rigidity. First Published Online: 26 Jul 2012 http://localhost/journals.vgtu.lt/index.php/JCEM/article/view/9066steel structuressemi-rigid jointsbeam-to-column connectionsmoment-rotation curvefinite element methodnumerical tests |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Kęstutis Urbonas Alfonsas Daniūnas |
spellingShingle |
Kęstutis Urbonas Alfonsas Daniūnas Numerical tests of steel beam-to-column semi-rigid connections Journal of Civil Engineering and Management steel structures semi-rigid joints beam-to-column connections moment-rotation curve finite element method numerical tests |
author_facet |
Kęstutis Urbonas Alfonsas Daniūnas |
author_sort |
Kęstutis Urbonas |
title |
Numerical tests of steel beam-to-column semi-rigid connections |
title_short |
Numerical tests of steel beam-to-column semi-rigid connections |
title_full |
Numerical tests of steel beam-to-column semi-rigid connections |
title_fullStr |
Numerical tests of steel beam-to-column semi-rigid connections |
title_full_unstemmed |
Numerical tests of steel beam-to-column semi-rigid connections |
title_sort |
numerical tests of steel beam-to-column semi-rigid connections |
publisher |
Vilnius Gediminas Technical University |
series |
Journal of Civil Engineering and Management |
issn |
1392-3730 1822-3605 |
publishDate |
2003-12-01 |
description |
This paper presents an analysis of semi-rigid beam-to-column connections in which the beam is connected to column not at 90 degrees angle. Beam-to-column bolted end-plate connections that are subjected to pure bending were modelled by three-dimensional finite elements. Numerical modelling of connection covers the geometrical and material non-linearities as well as contact and separation between various components of connection. Moment-rotation M-Φ curves for modelled connections using numerical results are made and stress distribution in connection components is presented. The study shows a significant influence of inclination of beam and quantity and location of bolts on the joint rigidity.
First Published Online: 26 Jul 2012
|
topic |
steel structures semi-rigid joints beam-to-column connections moment-rotation curve finite element method numerical tests |
url |
http://localhost/journals.vgtu.lt/index.php/JCEM/article/view/9066 |
work_keys_str_mv |
AT kastutisurbonas numericaltestsofsteelbeamtocolumnsemirigidconnections AT alfonsasdanianas numericaltestsofsteelbeamtocolumnsemirigidconnections |
_version_ |
1721336667602681856 |