Probabilistic Fracture Mechanics for Nonlinear Structures

نویسندگان

  • S Rahman
  • J S Kim
چکیده

A probabilistic methodology has been developed for fracture-mechanics analysis of nonlinear cracked structures. The methodology involves nonlinear ®nite element analysis using well-known commercial codes; statistical models for uncertainty in material constitutive law, fracture toughness, and loads; and standard reliability methods for evaluating probabilistic characteristics of elastic±plastic fracture parameter. Numerical examples are presented to illustrate the proposed methodology for two-and three-dimensional cracked structures. The results from these examples show that the methodology is capable of predicting accurate deterministic and probabilistic characteristics of the J-integral for use in elastic±plastic fracture mechanics (EPFM).

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تاریخ انتشار 2001