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STEEL PIPE · FITTING · WELDING TECHNICAL STUDY

Microstructure and Properties of 15Cr1Mo1V Reheater Hot Section Elbow After 140000 Hours of Service

Literature Overview

This paper by Zhang Lei, Shi Zhigang, and colleagues from Huaneng Yimin Coal-Electricity Co., Ltd. and Xi'an Thermal Power Research Institute, published in Heat Treatment (2025, Vol. 54, No. 16), presents a comprehensive assessment of a 15Cr1Mo1V steel longitudinal seam-welded elbow from the reheater hot section of a power plant boiler after 140,000 hours of service. The study examined geometric dimensions, chemical composition, room temperature and high temperature mechanical properties, and microstructural evolution. This work is highly relevant to power plant engineers responsible for the integrity assessment and life extension of critical boiler components operating at elevated temperatures.

Material and Component Background

15Cr1Mo1V is a martensitic heat-resistant steel widely used in boiler reheater and superheater components due to its excellent creep resistance and thermal stability at operating temperatures typically ranging from 550°C to 600°C. The longitudinal seam-welded elbow is a fabricated component constructed by welding flat plate or curved sections together along the longitudinal axis, followed by welding the two halves together. The welding process introduces a heat-affected zone (HAZ) and weld metal that may exhibit different microstructural and mechanical properties from the base metal, creating potential weak points in the component.

Property Base Metal Weld Seam 1 Weld Seam 2
Chemical composition Conforms to specification Conforms to specification Conforms to specification
Microstructure Tempered martensite Tempered martensite Tempered martensite
Room temperature tensile strength Within specification range Within specification range Within specification range
High temperature creep rupture strength Within specification range Within specification range Within specification range
Microstructural degradation No significant accelerated aging No significant accelerated aging No significant accelerated aging

The study found that after 140,000 hours of service, both the base metal and the two longitudinal weld seams maintained good material condition with no evidence of significant accelerated aging or degradation. This is a positive finding that supports the continued safe operation of the component. The microstructural examination revealed tempered martensite in all examined locations, which is the expected equilibrium microstructure for 15Cr1Mo1V steel after appropriate tempering treatment.

Creep Life Assessment Methodology

The creep life assessment was based on creep rupture testing results. Creep rupture tests are conducted at the service temperature to determine the time to rupture under a specified stress level. The results are then used to extrapolate the remaining creep life of the component using established methodologies such as the Larson-Miller parameter (LMP) or the Monkman-Grant relationship. The study reported that the welded joint still possesses a creep life of over 105 hours, which provides a quantitative basis for continued operation.

The assessment methodology should be interpreted with caution. Creep life predictions based on laboratory testing of coupon specimens may not fully capture the complex multiaxial stress states present in an actual elbow component. The actual remaining life may be shorter than predicted if the component is subjected to additional damage mechanisms such as thermal fatigue, oxidation, or internal creep cavitation that are not accounted for in the standard creep testing protocol. Engineers should consider these factors when making operational decisions based on the creep life assessment.

Engineering Practice and Integrity Assessment

For power plant engineers managing the integrity of heat-resistant steel components, this study provides valuable baseline data for life assessment and monitoring programs. The following practices should be considered:

  1. Periodic visual inspection: Examine the external surface of the elbow for signs of oxidation, scaling, or cracking, particularly at the weld seam locations where thermal cycling may concentrate damage.
  2. Dimensional monitoring: Measure the wall thickness at regular intervals using ultrasonic testing (UT) or phased array ultrasonic testing (PAUT) to detect any thinning due to oxidation or creep deformation.
  3. Metallurgical examination: Conduct periodic destructive or non-destructive metallurgical examinations to assess microstructural changes, including carbide precipitation, grain boundary degradation, and creep cavity formation.
  4. Creep life re-evaluation: Reassess the creep life at regular intervals using updated operating data, including actual temperature and pressure histories, to account for any deviations from the design conditions.

The finding that the weld seams maintained comparable properties to the base metal after extended service is particularly significant for the integrity of longitudinal seam-welded elbows. In many applications, the weld and HAZ are considered the weakest links in a welded joint due to differences in microstructure, residual stress, and mechanical properties. The fact that these locations performed comparably to the base metal suggests that the welding procedure was well-qualified and that the post-weld heat treatment (PWHT) was effective in relieving residual stresses and homogenizing the microstructure.

Study Insights and Implications

This study demonstrates that properly designed, manufactured, and maintained longitudinal seam-welded elbows made from 15Cr1Mo1V steel can maintain good material condition and sufficient creep life even after 140,000 hours of service. The key factors contributing to this favorable outcome likely include appropriate material selection, qualified welding procedures, effective post-weld heat treatment, and controlled operating conditions. For power plant engineers, this case study provides confidence in the long-term reliability of seam-welded elbows when proper quality assurance and integrity management practices are implemented. The quantitative creep life assessment of over 105 hours remaining provides a clear operational margin that can be used to schedule future maintenance activities. However, engineers should remain vigilant and continue to monitor the component, as the margin of safety can erode if operating conditions change or if additional damage mechanisms become active.