Search for: [Abstract = "An example of a uni\-axial state of stress is used to present an attempt to a dynamic description of failure of rocks, concretes and similar materials. A model is proposed of an elastic\/viscoplastic body with softening in the range of inelastic deformations. The material is assumed to behave as a viscoplastic body of the range of stresses exceeding the elastic limit. During unloading the process follows the statical unloading curve and disturbances are propagated at infinite velocities."]

Number of results: 1