WELDED SLENDER STAINLESS STEEL I-BEAMS

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F18%3A00323704" target="_blank" >RIV/68407700:21110/18:00323704 - isvavai.cz</a>
Result on the web
<a href="http://www.engmech.cz/improc/2018/797.pdf" target="_blank" >http://www.engmech.cz/improc/2018/797.pdf</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.21495/91-8-797" target="_blank" >10.21495/91-8-797</a>

Result language
angličtina
Original language name
WELDED SLENDER STAINLESS STEEL I-BEAMS
Original language description
Abstract: This paper shows starting research of welded I section beams subjected to lateral-torsional buckling. Difference in behaviors of stainless steel beams and common carbon steel beams is generally expected. To show behavior of the stainless steel beams, a simple study using advanced numerical model (GMNIA) in FE software Abaqus was carried out for cross-section with different slenderness. Results provided by the study were compared to the existing design procedures according to the Eurocodes and confirmed previous assumptions. For validation of numerical model, there were designed tests considering two types of stainless steel. A parametric study based on the validated numerical models will be used for development of a new accurate and safe design procedure.
Czech name
—
Czech description
—

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
2018
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Similar results(10)