Two Simplified Models of Column Web Panel in Shear

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F18%3A00322784" target="_blank" >RIV/68407700:21110/18:00322784 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.14311/CEJ.2018.02.0018" target="_blank" >http://dx.doi.org/10.14311/CEJ.2018.02.0018</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.14311/CEJ.2018.02.0018" target="_blank" >10.14311/CEJ.2018.02.0018</a>

Result language
angličtina
Original language name
Two Simplified Models of Column Web Panel in Shear
Original language description
The paper presents behaviour of the column web panel in shear. The finite element method is employed to examine the resistance of a joint with an extended end plate connection. The FE model is validated to results of physical tests and verified by an analytical solution based on existing formulas. Finally, a parametric study is performed. The studied parameters include web panel thickness, bolt position and the column dimensions.
Czech name
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Czech description
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Type
J<sub>ost</sub> - Miscellaneous article in a specialist periodical
CEP classification
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OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering

Project
<a href="/en/project/TJ01000045" target="_blank" >TJ01000045: Advanced procedures of steel and composite structure connections design and production</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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