Stainless Steel Prestressed Stayed Columns
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F17%3A00313912" target="_blank" >RIV/68407700:21110/17:00313912 - isvavai.cz</a>
Result on the web
<a href="http://onlinelibrary.wiley.com/doi/10.1002/cepa.163/abstract;jsessionid=3D1CFE0E6C5B7929EF9A4A16D1EF27C0.f01t03" target="_blank" >http://onlinelibrary.wiley.com/doi/10.1002/cepa.163/abstract;jsessionid=3D1CFE0E6C5B7929EF9A4A16D1EF27C0.f01t03</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1002/cepa.163" target="_blank" >10.1002/cepa.163</a>
Alternative languages
Result language
angličtina
Original language name
Stainless Steel Prestressed Stayed Columns
Original language description
Behavior of stainless steel prestressed stayed columns with a central crossarm is investigated numerically in 3D, following 3 tests of a reasonable size. The paper discusses previous analyses concerning critical loading and strength capacity with respect to influence of geometrical and material properties, prestressing and boundary conditions. Critical buckling loads and post-buckling paths with regards to 2D and 3D GMNIA (geometrically and materially nonlinear analysis with imperfections) are demonstrated using ANSYS software. The buckling of the main column in 3D is shown, resulting into deflection in between the arms of the central crossarm, while the value of critical loading is rather unaffected in comparison with 2D analysis. Other results cover influence of the imperfection level with both symmetrical and antisymmetrical imperfection mode, boundary conditions at central crossarm (fixed or sliding stays) and nonlinear stainless steel material.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering
Result continuities
Project
<a href="/en/project/GA17-24769S" target="_blank" >GA17-24769S: Nonlinear stability and strength of slender structures with nonlinear material properties.</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Eurosteel 2017
ISBN
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ISSN
2509-7075
e-ISSN
2509-7075
Number of pages
6
Pages from-to
1219-1224
Publisher name
Ernst & Sohn
Place of publication
Berlin
Event location
Copenhagen
Event date
Sep 13, 2017
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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