Experimental and Numerical Study of Stayed Steel Columns

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F17%3A00313892" target="_blank" >RIV/68407700:21110/17:00313892 - isvavai.cz</a>
Result on the web
<a href="http://www.engmech.cz/im/doc/EM2017_proceedings_all.pdf" target="_blank" >http://www.engmech.cz/im/doc/EM2017_proceedings_all.pdf</a>
DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Experimental and Numerical Study of Stayed Steel Columns
Original language description
Abstract: The numerical model of stainless steel stayed columns validated by tests is presented. 3D geometrical and material analysis including initial imperfections (GMNIA) is used for the study of nonlinear buckling and post-buckling behavior of 3 tested columns. Following study compares common 2D modelling with 3D results, elastic-plastic common steel with nonlinear stainless steel behavior and influence of the value of initial deflections. Finally significance of interconnection type between stays and central crossarm is studied with respect to possible assembly procedure. Recommendation for practical design are presented.
Czech name
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Czech description
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Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering

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)

Publication year
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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