Slender prestressed stayed tube columns
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00301976" target="_blank" >RIV/68407700:21110/16:00301976 - isvavai.cz</a>
Result on the web
<a href="http://www.klok.cvut.cz/wp-content/uploads/2016/02/sbornik-konference-web.pdf" target="_blank" >http://www.klok.cvut.cz/wp-content/uploads/2016/02/sbornik-konference-web.pdf</a>
DOI - Digital Object Identifier
—
Alternative languages
Result language
angličtina
Original language name
Slender prestressed stayed tube columns
Original language description
Prestressed stayed compression columns made of stainless steels are becoming required as aesthetical slender load bearing members. In the paper are summarized published analytical values concerning in-plane elastic critical loads and numerical collapse results of stayed columns made of low carbon steels with respect to their geometry and level of prestressing. Subsequently the FE model using ANSYS software is described to solve critical buckling loads and post-buckling paths with regards to 3D GMNIA (geometrically and materially nonlinear analysis with imperfections). Former CTU in Prague tests and recent detailed analyses of other authors are commented with respect to the presented 3D analysis. The comparisons deal with differences of 2D and 3D buckling, influence of initial deflection level, boundary conditions at central crossarm (fixed or sliding stays) and nonlinear stainless steel material. The value of friction of sliding stays at the crossarm and influence of material nonlinearity proved to be substantial especially for antisymmetrical buckling modes. Finally some recommendations for FE modelling and introduction of initial deflections are given.
Czech name
—
Czech description
—
Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
—
Result continuities
Project
<a href="/en/project/GA13-25781S" target="_blank" >GA13-25781S: Local state of stress in selected structures.</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Doktorandská konference k 95. výročí Kloknerova ústavu
ISBN
978-80-01-06006-3
ISSN
—
e-ISSN
—
Number of pages
11
Pages from-to
81-91
Publisher name
Česká technika - nakladatelství ČVUT
Place of publication
Praha
Event location
Praha
Event date
Sep 22, 2016
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
—