Buckling and post-buckling of prestressed stainless steel stayed columns
Prestressed stayed compression members are frequently required as very slender load-bearing structural components by both investors and architects. Behavior of these members depends on their geometrical and material properties, prestressing and boundary conditions. In the paper are discussed respec...
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Vilnius Gediminas Technical University
2017-06-01
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doaj-fbb4d953adb84fc5a27120f0a9bd1ba12021-07-02T01:02:38ZengVilnius Gediminas Technical UniversityEngineering Structures and Technologies2029-882X2029-88382017-06-019210.3846/2029882X.2016.1277169Buckling and post-buckling of prestressed stainless steel stayed columnsRadek Pichal0Josef Machacek1Department of Steel and Timber Structures, Faculty of Civil Engineering, Czech Technical University in Prague, Thakurova 7, 166 29 Prague, Czech RepublicDepartment of Steel and Timber Structures, Faculty of Civil Engineering, Czech Technical University in Prague, Thakurova 7, 166 29 Prague, Czech Republic Prestressed stayed compression members are frequently required as very slender load-bearing structural components by both investors and architects. Behavior of these members depends on their geometrical and material properties, prestressing and boundary conditions. In the paper are discussed respective critical buckling loads and post-buckling paths with regards to 2D and 3D GMNIA (geometrically and materially nonlinear analysis with imperfections) using ANSYS software. Former tests and recent detailed analyses of other authors are commented with respect to the 3D analysis, level of imperfections, boundary conditions at central crossarm (fixed or sliding stays) and nonlinear stainless steel material. https://journals.vgtu.lt/index.php/EST/article/view/600prestressed stayed columnsnonlinear bucklingfinite element modelling3D analysisnonlinear materialsliding stays |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Radek Pichal Josef Machacek |
spellingShingle |
Radek Pichal Josef Machacek Buckling and post-buckling of prestressed stainless steel stayed columns Engineering Structures and Technologies prestressed stayed columns nonlinear buckling finite element modelling 3D analysis nonlinear material sliding stays |
author_facet |
Radek Pichal Josef Machacek |
author_sort |
Radek Pichal |
title |
Buckling and post-buckling of prestressed stainless steel stayed columns |
title_short |
Buckling and post-buckling of prestressed stainless steel stayed columns |
title_full |
Buckling and post-buckling of prestressed stainless steel stayed columns |
title_fullStr |
Buckling and post-buckling of prestressed stainless steel stayed columns |
title_full_unstemmed |
Buckling and post-buckling of prestressed stainless steel stayed columns |
title_sort |
buckling and post-buckling of prestressed stainless steel stayed columns |
publisher |
Vilnius Gediminas Technical University |
series |
Engineering Structures and Technologies |
issn |
2029-882X 2029-8838 |
publishDate |
2017-06-01 |
description |
Prestressed stayed compression members are frequently required as very slender load-bearing structural components by both investors and architects. Behavior of these members depends on their geometrical and material properties, prestressing and boundary conditions. In the paper are discussed respective critical buckling loads and post-buckling paths with regards to 2D and 3D GMNIA (geometrically and materially nonlinear analysis with imperfections) using ANSYS software. Former tests and recent detailed analyses of other authors are commented with respect to the 3D analysis, level of imperfections, boundary conditions at central crossarm (fixed or sliding stays) and nonlinear stainless steel material.
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topic |
prestressed stayed columns nonlinear buckling finite element modelling 3D analysis nonlinear material sliding stays |
url |
https://journals.vgtu.lt/index.php/EST/article/view/600 |
work_keys_str_mv |
AT radekpichal bucklingandpostbucklingofprestressedstainlesssteelstayedcolumns AT josefmachacek bucklingandpostbucklingofprestressedstainlesssteelstayedcolumns |
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1721345611785043968 |