ABSTRACT
ABSTRACT This study describes the behaviour of steel fibre reinforced concrete elements, for different aspect ratio, under biaxial stresses by using sequential loading system. Casted 240 elements (300 X 300 X 75 mm) divided into three groups were tested. First group which contained 105 elements were tested under biaxial compression stresses. Second and third groups were involved 84 and 56 elements were tested under biaxial compression-tension and biaxial tension respecively. A sequential loading system with solid bearing was used in the test.
