Abstract
The article will present a comparison performed for two different approaches based on the application of Finite Element Method used to overlap joints "HUCK BOM" modeling. For the given geometric form of the joint two different numerical models will be presented and their load capacity will be determined for each of the modeling methodologies. The first methodology where a simplified joint model using beam elements and rigid elements of the RBE2 type will be compared with the second where the initial tension and the influence of friction on the joint load capacity are taking into account. Finally, a comparison of the results obtained with reference to the time of connection modeling and computation will be given.
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