Numerical Models of End-Plate Assembling Bolt Connection of Angle Profiles

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F15%3A86090905" target="_blank" >RIV/61989100:27120/15:86090905 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.752-753.552" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/AMM.752-753.552</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.752-753.552" target="_blank" >10.4028/www.scientific.net/AMM.752-753.552</a>

Result language
angličtina
Original language name
Numerical Models of End-Plate Assembling Bolt Connection of Angle Profiles
Original language description
The aim of this work was to create numerical models of the common truss-type assembling joints of L-profiles. Two different models were created - basic (simplified) model of joint and more accurate model which corresponds to the experimental specimens inpreparation. Models with different end-plate thicknesses and consequently with different failure modes were solved. The results obtained from numerical models were compared with the analytical solution of such joints using the Eurocode procedure recommended in EN 1993-1-8. These results are planned to be verified and further developed based on planned experiments.
Czech name
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Czech description
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Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
JN - Civil engineering
OECD FORD branch
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Publication year
2015
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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