Furthermore, more severe working conditions in terms of mechanical loads in H2S reservoirs requires high grade steels with lower SSC resistance than conventional steels grades.
For that reasons it is of fundamental importance to evaluate the methods used to determine the fracture resistance in sour environment.
In this work, finite element analysis was used to model the hydrogen concentration in the DCB sample used in the NACE standard method D.
This model was used together with crack initiation criteria to feed a developed computer program, capable of evaluation crack length evolution with time.
The evolution of the electrochemical solution- surface system was taken into account trough a variation law with the time adjusted based on experimental results.
As a result, the instantaneously Kapplied, and consequently the KISCC, can be estimated. The predictions were compared with experimental testing results in terms of Kapplied vs. KISCC.