摘要

A model for the simulation of damage initiation and subsequent propagation under cyclic loading is proposed The basis for the formulation is a cohesive law that combines phenomenological SN-curves for damage initiation with a fracture and damage mechanics approach for crack propagation The evolution of the damage variable is expressed as a function of fatigue cycles The model is independently calibrated for mode I and mode II loading using SN-curves and Paris-law coefficients obtained from simple coupon tests The model was applied to three initiation-driven cases Bending of 90 degrees laminates the Short Beam Shear test and the Double Notched Shear test The predictions for the first tw

  • 出版日期2010-12