The paper analyses a drawn steel joint in Baking Chocolate round logs for which several types of reinforcements have been proposed.The load-carrying capacity of the reinforcements have 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 Formation been used in the numerical calculations.