Experimentální a numerická analýza ocelového spoje dřevěné kulatiny
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The paper analyses a drawn steel joint in round logs for which several types of reinforcements
have been proposed. The load-carrying capacity of the reinforcements has been tested in laboratories.
At the same time, numerical modelling has been performed - it has focused, in particular, on rigidity
of the joints during the loading process. Physical and geometrical nonlinearities have been taken into
account. The Finite Element Method and 3D computation models have been used in the numerical
calculations.