This study presents a methodology for the system reliability analysis
of cracked structures with random material properties, which are model
ed as random fields, and crack geometry under random static loads. The
finite element method provides the computational framework to obtain
the stress intensity solutions, and the first-order reliability method
provides the basis for modeling and analysis of uncertainties. The ul
timate structural system reliability is effectively evaluated by the s
table configuration approach. Numerical examples are given for the cas
e of random fracture toughness and load.