A Postassessment Test of 100,000 h Creep Rupture Strength of Grade 91 Steel at 600 °C

Author:

Maruyama K.1,Sekido N.2,Yoshimi K.2

Affiliation:

1. Department of Materials Science, Graduate School of Engineering, Tohoku University, 6-6-02 Aramaki-Aoba, Aoba-ku, Sendai 980-8579, Japan e-mail:

2. Department of Materials Science, Graduate School of Engineering, Tohoku University, Sendai 980-8579, Japan

Abstract

Predictions as to 105 h creep rupture strength of grade 91 steel have been made recently. The predicted values are examined with long-term creep rupture data of the steel. Three creep rupture databases were used in the predictions: data of tube products of grade 91 steel reported in National Institute for Materials Science (NIMS) Creep Data Sheet (NIMS T91 database), data of T91 steel collected in Japan, and data of grade 91 steel collected by an American Society of Mechanical Engineers (ASME) code committee. Short-term creep rupture data points were discarded by the following criteria for minimizing overestimation of the strength: selecting long-term data points with low activation energy (multiregion analysis), selecting data points crept at stresses lower than a half of proof stress (σ0.2/2 criterion), and selecting data points longer than 1000 h (cutoff time of 1000 h). In the case of NIMS T91 database, a time–temperature parameter (TTP) analysis of a dataset selected by multiregion analysis can properly describe the long-term data points and gives the creep rupture strength of 68 MPa at 600 °C. However, TTP analyses of datasets selected by σ0.2/2 criterion and cutoff time of 1000 h from the same database overestimate the data points and predict the strength over 80 MPa. Datasets selected by the same criterion from the three databases provide similar values of the strength. The different criteria for data selection have more substantial effects on predicted values of the strength of the steel than difference of the databases.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Safety, Risk, Reliability and Quality

Reference23 articles.

1. The Benefits of Improved Control of Composition of Creep-Strength-Enhanced Ferritic Steel Grade 91;EPRI,2014

2. Re-Evaluation of Long-Term Creep Strength of Base Metal of ASME Grade 91 Type Steel,2016

3. Swindeman, R., and Foulds, J., 2017, “Analysis of the Grade 91 Stress Rupture Database,” Working Group—Creep Strength Enhanced Ferritic Steels, ASME Boiler and Pressure Vessel Code Week, Atlanta, GA, Feb. 12–17.

4. New ECCC Assessment of Creep Rupture Strength for Steel Grade X10CrMoVNb9-1 (Grade 91),2009

5. Ortolani, M., and Yamamoto, T., 2016, “Allowable Stresses Re-Assessment for Grade 91 in Time-Dependent Time Range,” Eighth International Conference on Advances in Materials Technology for Fossil Power Plants, Pine Cliffs Algarve, Portugal, Oct. 14–16.

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