Pull-Out Tests and Numerical Simulations …
53
Models (Figs. 11 and 12) also do not take into account the influence of the
secondary shear force of the textured (upper) layer due to the limitations of the
test stand. Figure 13 shows the simulation of stresses in the concrete block surface,
as well as the surface of the steel anchor.
Fig. 11 A view of the numerical simulation resultant deformation of the bonded anchor in a concrete
block model at an angle of 45°
Fig. 12 A view of the numerical simulation resultant deformation of the bonded anchor in a concrete
block model at an angle of 30°
53
Models (Figs. 11 and 12) also do not take into account the influence of the
secondary shear force of the textured (upper) layer due to the limitations of the
test stand. Figure 13 shows the simulation of stresses in the concrete block surface,
as well as the surface of the steel anchor.
Fig. 11 A view of the numerical simulation resultant deformation of the bonded anchor in a concrete
block model at an angle of 45°
Fig. 12 A view of the numerical simulation resultant deformation of the bonded anchor in a concrete
block model at an angle of 30°