THE FAILURE ANALYSIS OF A PIPELINE BEND MADE OF 16MO3 STEEL

1 KUBOŇ Zdeněk
Co-authors:
1 KOSŇOVSKÁ Jana 1 ROŽNOVSKÁ Gabriela
Institution:
1 MATERIALS AND METALLURGICAL RESEARCH s.r.o., Ostrava, Czech Republic, EU, zdenek.kubon@mmvyzkum.cz
Conference:
32nd International Conference on Metallurgy and Materials, Orea Congress Hotel Brno, Czech Republic, EU, May 17 - 19, 2023
Proceedings:
Proceedings 32nd International Conference on Metallurgy and Materials
Pages:
352-358
ISBN:
978-80-88365-12-9
ISSN:
2694-9296
Published:
8th January 2024
Proceedings of the conference were published in Web of Science.
Metrics:
303 views / 272 downloads
Abstract

Steel 16Mo3 (P1 according to ASTM) represents still a popular material used in waterwalls, pipelines and other components of steam power plant boilers operating at temperature up to 530 °C. However, the absence of other alloying elements (especially chromium) reduces the long-term structural stability of this steel especially at temperatures higher than 450 °C. The paper describes the results of an analysis of a pipeline bend that burst after nearly 180,000 hours of operation. The complex analysis of material properties and microstructure revealed the extensive graphitization, although mechanical strength, plasticity as well as notch toughness were affected only negligibly. Particles of graphite were randomly distributed in the microstructure and heavy cavitation damage was detected namely close to the fracture surface. Analysis of operation data then showed that the temperature in this part of the steam pipeline was higher due to the changes in the fuel mix and exceeded the maximum 470 °C recommended for the steel 16Mo3 just in order to avoid the danger of massive graphitization

Keywords: 16Mo3 steel, steam pipeline, creep failure, graphitization, material properties

© This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

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