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P91 steel and P91 steel joints experience performance degradation after serving for 30,000 h in working conditions. To clarify the damage and failure behavior and remaining life of the joints during subsequent service, further creep testing was conducted on the welded joints of P91 steel that had been in service for 30,000 h at three temperatures: 550 °C, 575 °C, and 600 °C. The fracture surface and the cross-section damage behavior were characterized by SEM and EBSD methods. The results show that there are two types of fracture modes in the joints at different temperatures: ductile cracking occurring at the BM, and type IV cracking occurring in the FGHAZ. The threshold stress for fracture mode transition decreases with an increase in working temperature. Type IV cracking near the HAZ is the main reason for the premature failure of joints during service. And based on the fracture mode, the dual-constant L-M method was proposed to predict the strength of in-service joint materials. The testing data are discussed and classified based on the fracture mode in this method, which has high accuracy and can prevent the premature failure of joints.
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http://www.ncbi.nlm.nih.gov/pmc/articles/PMC11204839 | PMC |
http://dx.doi.org/10.3390/ma17122789 | DOI Listing |
Materials (Basel)
July 2025
Central Iron and Steel Research Institute, Beijing 100081, China.
The material properties of P91 steel, a critical high-temperature heat-resistant steel, are critically dependent on the uniformity of its macro-composition distribution. This paper presents the first application of Spark Mapping Analysis for Large Samples (SMALS) for the non-destructive, full-field characterization of macro-composition distribution in P91 steel ingots and finished tubes. To address the analytical challenges posed by large-sized specimens, an innovative partition-based statistical analysis model was developed, enabling the effective demarcation of large-scale macro-segregation areas.
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March 2025
Department of Mechanical Engineering, Wollo University, Dessie, Ethiopia.
Present research deals with the thermo-mechanical analysis of the butt joint plate and weld pool characteristics of the bead on plates fabricated using A-TIG and conventional TIG process. A square butt joint was welded using P91 steel of 4 mm thickness plates, employing in-house developed oxide flux. Thermal cycles induced during the welding was recorded with thermocouple, and residual stress produced in both plates was measured using the XRD method.
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January 2025
Faculty of Materials Science and Technology, VŠB-Technical University of Ostrava, 17. listopadu 2172/15, 708 00 Ostrava, Czech Republic.
This paper summarizes the results of investigations into heterogeneous P23/P91 welds after long-term creep exposure at temperatures of 500, 550 and 600 °C. Two variants of welds were studied: In Weld A, the filler material corresponded to P91 steel, while in Weld B, the chemical composition of the consumable material matched P23 steel. The creep rupture strength values of Weld A exceeded those of Weld B at all testing temperatures.
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September 2024
Faculty of Materials Engineering, Silesian University of Technology, Krasińskiego 8, 40-019 Katowice, Poland.
P91 steel (X10CrMoVNb9-1) is widely used in the energy industry. It is characterized by good mechanical properties, creep resistance, corrosion resistance, impact toughness, and resistance to thermal fatigue. Due to their operating conditions and martensitic structure, components made from P91 steel are often subject to damage related to the presence of hydrogen.
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June 2024
School of Materials Science and Engineering, Beihang University, Beijing 100191, China.
P91 steel and P91 steel joints experience performance degradation after serving for 30,000 h in working conditions. To clarify the damage and failure behavior and remaining life of the joints during subsequent service, further creep testing was conducted on the welded joints of P91 steel that had been in service for 30,000 h at three temperatures: 550 °C, 575 °C, and 600 °C. The fracture surface and the cross-section damage behavior were characterized by SEM and EBSD methods.
View Article and Find Full Text PDF