The ability to register the displacement of any point on the surface of the element allows for the elimination of traditional inductive displacement sensors that can be damaged, e.g. in the study of masonry structures.
One of such tests is the compressive strength of masonry. The main aim of the research was to determine the fvo initial shear strength and G modulus of deformation according to ASTM E519-81 Standard Test Method for Diagonal Tension (Shear) of Masonry Assemblages.
The test elements were embedded in special steel sockets so that one of the diagonals was set vertically and the arms of the steel fitting covered about 1/10 of the length (height) of the tested element (ASTM E519-81 Standard Test Method for Diagonal Tension (Shear) of Masonry Assemblages) . The sockets are equipped with cylindrical joints that eliminate the effects of accidental eccentricities occurring during loading. The test models equipped with steel fittings were placed on a trolley under a steel frame and loaded with a constant increase in the displacement of the hydraulic cylinder piston until the element was destroyed.