Stability and strength of stainless steel stayed columns with one and two crossarms
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F18%3A00323230" target="_blank" >RIV/68407700:21110/18:00323230 - isvavai.cz</a>
Result on the web
<a href="http://ictws2018.ist.utl.pt/index.html" target="_blank" >http://ictws2018.ist.utl.pt/index.html</a>
DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Stability and strength of stainless steel stayed columns with one and two crossarms
Original language description
Prestressed steel stayed columns are studied with respect to their practical use. In current fashionable structures the demand for very slender columns produced of stainless steel is increasing, leading frequently to the prestressed stayed tube elements. This paper covers stability and strength nonlinear behavior of stayed tube columns made of austenitic steels, prestressed through four ties over one central or two crossarms located at thirds of the column length. Due to the prestressing both stability values and maximal loadings require to be analyzed using GMNIA (geometrically and materially nonlinear analysis with imperfections), following the sudden change of energy after vanishing of pretension in some ties. Special attention is devoted to the fitting of ties at the crossarms, where fixed or sliding conditions are possible. Large numerical studies deal with various values and modes of the central column initial deflections, friction between ties and crossarm saddles and increasing stability or maximal loadings after adding another (second) crossarm to the stayed assembly. Finally some practical recommendations are suggested.
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
20101 - Civil 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
2018
Confidentiality
C - Předmět řešení projektu podléhá obchodnímu tajemství (§ 504 Občanského zákoníku), ale název projektu, cíle projektu a u ukončeného nebo zastaveného projektu zhodnocení výsledku řešení projektu (údaje P03, P04, P15, P19, P29, PN8) dodané do CEP, jsou upraveny tak, aby byly zveřejnitelné.
Data specific for result type
Article name in the collection
International Conference on Thin-Walled Structures 2018
ISBN
978-989-20-8665-1
ISSN
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e-ISSN
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Number of pages
12
Pages from-to
1-12
Publisher name
Instituto Superior Técnico, Technical University of Lisbon
Place of publication
Lisbon
Event location
Lisbon
Event date
Jul 24, 2018
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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