Mesh Convergence Study of Solid FE model for Buckling Analysis

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F18%3APU127125" target="_blank" >RIV/00216305:26110/18:PU127125 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.1063/1.5043796" target="_blank" >http://dx.doi.org/10.1063/1.5043796</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1063/1.5043796" target="_blank" >10.1063/1.5043796</a>

Result language
angličtina
Original language name
Mesh Convergence Study of Solid FE model for Buckling Analysis
Original language description
The load carrying capacity of a hot-rolled steel beam IPN 200 under compression is analyzed. Computational models were created with the Ansys software, using the 3D element SOLID185. Load carrying capacity is determined using the geometrically and materially non-linear solution with consideration to the effects of initial random imperfections and residual stress. Latin Hypercube Sampling algorithm is used to generate samples of imperfections. The mesh convergence study is presented and a comparison how different variants with finer mesh influent the load-carrying capacity is carried out.
Czech name
—
Czech description
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Project
<a href="/en/project/GA17-01589S" target="_blank" >GA17-01589S: Advanced computational and probabilistic modelling of steel structures taking account fatigue damage</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

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