Failure accidents by SCC in chemical plant are mainly caused by the residual tensile stresses which are under plane stress states.
Therefore, it is considered to be important to make clear the effect of biaxiality of surface stresses on the stress corrosion cracking.
A series of SCC tests under combined stress states were carried out in order to establish the stress criteria for stress corrosion cracking in service.
This first paper is concerning with the test results of chloride-SCC of austenitic stainless steel SUS304 under combined tensile and torsional loading where the maximum and the minimum principle stresses are tensile and compressive, respectively.
Test results obtained are summarized as follows;
1) A SCC test apparatus for appling combined tensile and torsional loading was newly developed, which enabled the direct microscopic observation of any cracks on the specimen surface in the corrodent.
2) Threshold stresses for the emergence of slip steps well agree with the equivalent stress by Von-Mises shear strain energy theory.
3) Threshold stresses of SCC under combined tensile and torsional loading could be evaluated by the equivalent stress by total strain energy theory.
4) There exists some deviation of threshold stresses between the elastic failure (shear strain energy theory) and SCC (total strain energy theory) in the region of
m(=σ/τ)≤1. Direct observation of cracks revealed that so-called pool-river type SCC initiated by the locallized corrosion of (100) plane was the due cause of this disagreement.
5) It was found that the grain boundary played an important roles in the initiation stage of SCC. Fractographic examination showed that there existed clear intergranular cracking in the initiation area of SCC with the increase of shear stress component (
m>1).
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