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丸山 公一*; 中村 純也*; 吉見 享祐*; 永江 勇二
Advances in Materials Technology for Fossil Power Plants; Proceedings from the 8th International Conference (EPRI 2016), p.467 - 478, 2016/00
A methodology is developed for evaluating its creep rupture life from analysis of an on-going creep curve with the aid of an creep curve equation. The method is applied to on-going creep curves of grade 91 steel for evaluating their rupture lives. Quick decrease in creep rupture strength has been reported recently in long-term creep of grade 91 steel. The quick decrease of the steel is discussed by using the rupture lives evaluated. The quick decrease is confirmed in the present study in the time range longer than 3
10
h at 600
C.
村田 純教*; 渡辺 直也*; 永江 勇二
Advances in Materials Technology for Fossil Power Plants; Proceedings from the 8th International Conference (EPRI 2016), p.487 - 494, 2016/00
In order to evaluate long term creep strength of modified 9Cr ferritic steels, the system free energy of creep ruptured specimens at both 650 and 700
C is evaluated as the sum of chemical free energy, strain energy and surface energy, which are obtained by a series of experiments, i.e., chemical analysis using extracted residues, X-ray diffraction, and scanning transmission electron microscopy. Change ratio of the system free energy and creep stress showed the relationship with one master curve irrespective of creep conditions, indicating that the steel ruptures when the applied stress exceeds a limited stress depending on the microstructural state expressed by the change ratio of system free energy. Furthermore, it was found that dominant factor of the change ratio was the chemical free energy change. On the basis of these results, long term creep strength of the steel was evaluated at 700
C, for example, 19 MPa at 700
C after 10
h. It is concluded that long term creep strength of modified 9Cr ferritic steels can be predicted by the system free energy concept using the ruptured specimens with various creep conditions.