Abstract:

The burden transitions between the material and the concrete surrounding it significantly affect the behavior of the concrete elements. This stretching transition depends on the stretching (adrensa) between concrete and steel. Under properly increasing loads, the part of the adhesion resulting from the chemical adhesion is easily disabled and the load transfer is provided by the sliding tensions that occur as a compound of a complex drainage state that occurs around the nerve teeth. This concentration of tension around the nerve causes internal fractures to occur in the concrete around the nerve teeth. This work involves the modeling of the adhesive shift formed on the intersection of concrete-steel as a result of internal fractures in the concrete that provides the equipment with the final elements. A link recommended by Mirza and Houde (1979) for the relationship between the donate steel stretching-link switches has been used in the final element applications and the results have been summarized.

Keywords: