scholarly journals Insight into Type IV cracking in Grade 91 steel weldments

2020 ◽  
Vol 190 ◽  
pp. 108570 ◽  
Author(s):  
Yiyu Wang ◽  
Rangasayee Kannan ◽  
Leijun Li
2018 ◽  
Vol 714 ◽  
pp. 1-13 ◽  
Author(s):  
Yiyu Wang ◽  
Leijun Li ◽  
Rangasayee Kannan
Keyword(s):  
Type I ◽  
Type Iv ◽  
Grade 91 ◽  

Author(s):  
Takashi Ogata ◽  
Toshiki Mitsueda ◽  
Hiroshi Sakai

Grade 91 steels are widely used for high temperature pipes in ultra-super-critical thermal power plants. It was recently reported that the creep damage was detected in the fine grain region within the heat affected zone (HAZ) in the welded pipes, so called “Type IV” damage. So far, studies on creep damage and life assessment methods for welded joints of the Grade 91 steel were concentrated on longitudinal welded pipes. Circumferential welded joints are also susceptible to Type IV damage due to the increase of axial thermal stress superimposed with pipe weight. In this study, the effect of additional axial stress to the axial stress produced by the internal pressure on damage and rupture property is discussed based on internal pressure creep tests adding different levels of the axial loads using the Grade 91 circumferential welded tubes. Rupture time of the circumferential welded tube decreases with increasing additional axial load level. Longitudinal cracking in the weld metal was observed in the specimens tested under lower additional load level, and Type IV cracking was observed in the specimens under higher additional load level. The stress analysis results indicate that the longitudinal stress in the HAZ increases with the axial load. Type IV cracking occurs at a certain value of a ratio of the total longitudinal stress to the circumferential stress. Under the test condition where Type IV cracking occurs, the rupture time is significantly shorter than the predicted rupture time based on the creep rupture data of the longitudinal welded tubes. The limited creep strain concept is introduced to predict the rupture time of the circumferential welded tubes by considering the effect of stress multiaxiality. Eventually, the rupture times caused by Type IV cracking of both the longitudinal and the circumferential welded tubes were accurately predicted by the limited creep strain concept.


2017 ◽  
Vol 696 ◽  
pp. 104-112 ◽  
Author(s):  
K. Maruyama ◽  
J. Nakamura ◽  
N. Sekido ◽  
K. Yoshimi

Author(s):  
Kazuhiro Kimura ◽  
Kota Sawada ◽  
Kiyoshi Kubo ◽  
Hideaki Kushima

Influence of stress on creep deformation and degradation behavior has been investigated. Corresponding to inflection of stress vs. time to rupture curve, difference in recovery phenomena, that was homogeneous in short-term and inhomogeneous in long-term, was observed. Inflection of stress vs. time to rupture curve took place at the stress condition corresponding to half of 0.2% offset yield stress at the temperature. Elastic limit stress of Grade 91 steel was evaluated to be 150MPa at 600°C and 100MPa at 650°C, by means of stress abrupt change test. These stresses were found to be almost the same as half of 0.2% offset yield stress at the temperatures. Inflection of stress vs. time to rupture curve is caused by transient of applied stress from higher level than elastic limit to within elastic range. It has been concluded that long-term creep strength of ferritic creep resistant steels should be predicted from the selected creep rupture data under the stresses lower than elastic limit by considering half of 0.2% offset yield stress at the temperature, by means of Larson-Miller parameter with a constant of 20.


Author(s):  
Kenji Kako ◽  
Susumu Yamada ◽  
Masatsugu Yaguchi ◽  
Yusuke Minami

Type IV damage has been found at several ultra-supercritical (USC) plants that used high-chromium martensitic steels in Japan, and the assessment of the remaining life of the steels is important for electric power companies. The assessment of the remaining life needs long-term creep data for over 10 years, but such data are limited. We have attempted to assess the remaining life by creep tests and by microstructural observation of Grade 91 steels welded pipes which were used in USC plants for over 10 years. Following the results of microstructural observation of USC plant pipes, we find that microstructures, especially distribution of MX precipitates, have large effect on the creep life of Grade 91 steels.


2017 ◽  
Vol 139 (5) ◽  
Author(s):  
K. Maruyama ◽  
N. Sekido ◽  
K. Yoshimi

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.


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