The paper addresses a fracture problem for an orthotropic cracked plate made of a material with different tensile and compressive strengths and subjected to biaxial loading. The problem is solved using a micromechanical fracture model proposed earlier by the authors. It is assumed that the fracture of the material in the fracture process zones at the crack front is described by the Gol'denblat-Kopnov failure criterion. Strength curves for an orthotropic cracked plate with different strength and fracture-toughness parameters are plotted Keywords: fracture, orthoropic material, process zone, plane stress state, biaxial loading, ultimate strength Introduction. The development of linear fracture mechanics and some divisions of nonlinear fracture mechanics was completed in the second half of the 20th century. Linear fracture mechanics based on the Griffith-Irwin theory and the concept of stress intensity factors as well as nonlinear fracture mechanics based on the Cherepanov-Rice theory and the concept of J-integral are macrotheories because they do not look into the physics of the fracture of materials. For this reason, fracture mechanics for these theories deals only with the macromechanical properties of materials.The past years have seen the development of the two-level approach, which, at the macrolevel, employs methods of solid mechanics for the major portion of a cracked body and, at the second level, models physical features of materials to study the fracture process at the crack front where the material appears partially damaged. This approach is currently known as fracture mesomechanics [2,12]. Methods of fracture mesomechanics make it possible to study fracture processes in various natural and man-made materials such as rocks, timber, concrete, ceramics, polymers, composites, and others. Of particular interest is the fracture of anisotropic materials [8][9][10][11].Experiments show that fracture process zones in thin plates are in many cases narrow and wedge-shaped areas located on the continuation of cracks and made of a partially damaged, discontinuous material [5,13]. These experimental data were used in [6] to model a fracture process. As the Leonov-Panasyuk-Dugdale model, this model considers a fracture process zone as a slit with self-balanced compressive stresses applied to its faces. Contrastingly, the parameters of our model are determined from a failure criterion for the material in the fracture process zone. This allows considering the stresses acting along the crack plane, which is impossible with the Leonov-Panasyuk-Dugdale model. This model [6] and the Gol'denblat-Kopnov failure criterion [1] are used here to study the fracture of a thin orthotropic cracked plate made of a material with different tensile and compressive strengths. Among such materials are concrete, reinforced concrete, rocks, and some composites.