Low cycle fatigue and creep-fatigue interaction behavior of C630R ferritic/martensitic heat-resistant steel at high temperature

IF 6.8 2区 材料科学 Q1 ENGINEERING, MECHANICAL International Journal of Fatigue Pub Date : 2025-01-23 DOI:10.1016/j.ijfatigue.2025.108836
Kailun Ding , Zhengxin Tang , Xikou He , Xitao Wang , Jinshan He
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Abstract

The low-cycle fatigue (LCF) and creep-fatigue interaction (CFI) characteristics of 630R ferritic/martensitic heat-resistant steel at 630 °C have been examined. The LCF tests were conducted within a strain range of 0.3 % to 1.0 %. CFI assessments were conducted using trapezoidal waveforms with varying strain amplitudes and load holding durations. The progression of cyclic stress, hysteresis curves, stress relaxation behavior, fracture mechanism, and microstructure evolution during LCF and CFI loading was analyed. The findings suggest that C630R heat-resistant steel displays significant cyclic softening behavior during both low-cycle fatigue and creep-fatigue testing. In the low-cycle fatigue test, the extent of softening enhance with upper strain amplitudes, the introduction of hold time further accelerates this softening. Increased strain amplitudes during low-cycle fatigue (LCF) testing led to a higher number of crack initiation points (the cracking sources are 2 and 5 at 0.6 % and 1.0 % strain amplitudes, respectively). Fatigue fracture still the vital failure pattern under varying load-holding times, with extended load-holding durations promoting crack propagation, an increased presence of creep voids is observed. The interaction between fatigue and creep effects becomes more evident, which results in the shortening of fatigue lifespan. Under cyclic loading conditions, the martensitic lath structure experiences recovery, which results in cyclic softening. As either the increase of load-holding time and strain amplitude, the microstructure exhibits more uniform coarsening, with the lath structure gradatim transforming into uniform dislocation cell structure. Furthermore, a prominent W-Laves phase developed during the creep-fatigue tests, with the Laves phase increasing in coarsen as the loading period was prolonged.
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C630R铁素体/马氏体耐热钢高温低周疲劳和蠕变疲劳相互作用行为
研究了630R铁素体/马氏体耐热钢在630℃下的低周疲劳(LCF)和蠕变疲劳相互作用(CFI)特性。LCF试验在0.3% ~ 1.0%的应变范围内进行。CFI评估使用具有不同应变幅值和负载保持时间的梯形波形进行。分析了LCF和CFI加载过程中循环应力的变化、滞回曲线、应力松弛行为、断裂机制和微观结构演变。结果表明,C630R耐热钢在低周疲劳和蠕变疲劳试验中均表现出明显的循环软化行为。在低周疲劳试验中,软化程度随上应变幅值的增加而增强,保持时间的引入进一步加速了软化程度。在低周疲劳(LCF)测试期间,应变幅值的增加导致裂纹起裂点的数量增加(在应变幅值为0.6%和1.0%时,裂纹源分别为2和5)。在不同的持荷时间下,疲劳断裂仍然是主要的失效模式,随着持荷时间的延长,裂纹扩展加快,蠕变空洞的存在增加。疲劳和蠕变效应之间的相互作用更加明显,导致疲劳寿命缩短。在循环加载条件下,马氏体板条结构发生恢复,导致循环软化。随着载荷保持时间和应变幅值的增加,微观组织呈现更加均匀的粗化,条状组织逐渐转变为均匀的位错胞状组织。蠕变疲劳试验中出现了明显的W-Laves相,随着加载时间的延长,Laves相在粗粒中增加。
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来源期刊
International Journal of Fatigue
International Journal of Fatigue 工程技术-材料科学:综合
CiteScore
10.70
自引率
21.70%
发文量
619
审稿时长
58 days
期刊介绍: Typical subjects discussed in International Journal of Fatigue address: Novel fatigue testing and characterization methods (new kinds of fatigue tests, critical evaluation of existing methods, in situ measurement of fatigue degradation, non-contact field measurements) Multiaxial fatigue and complex loading effects of materials and structures, exploring state-of-the-art concepts in degradation under cyclic loading Fatigue in the very high cycle regime, including failure mode transitions from surface to subsurface, effects of surface treatment, processing, and loading conditions Modeling (including degradation processes and related driving forces, multiscale/multi-resolution methods, computational hierarchical and concurrent methods for coupled component and material responses, novel methods for notch root analysis, fracture mechanics, damage mechanics, crack growth kinetics, life prediction and durability, and prediction of stochastic fatigue behavior reflecting microstructure and service conditions) Models for early stages of fatigue crack formation and growth that explicitly consider microstructure and relevant materials science aspects Understanding the influence or manufacturing and processing route on fatigue degradation, and embedding this understanding in more predictive schemes for mitigation and design against fatigue Prognosis and damage state awareness (including sensors, monitoring, methodology, interactive control, accelerated methods, data interpretation) Applications of technologies associated with fatigue and their implications for structural integrity and reliability. This includes issues related to design, operation and maintenance, i.e., life cycle engineering Smart materials and structures that can sense and mitigate fatigue degradation Fatigue of devices and structures at small scales, including effects of process route and surfaces/interfaces.
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