High cycle fatigue properties, failure mechanisms and microstructure evolution of 9Cr3W3Co steel under different stress ratios at 650 °C

IF 5.7 2区 材料科学 Q1 ENGINEERING, MECHANICAL
Jianning Mai , Fulin Liu , Yao Chen , Chao He , Linsen Wang , Zhengbin Zhong , Wei Zhang , Hong Zhang , Chong Wang , Qingyuan Wang , Yongjie Liu
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引用次数: 0

Abstract

The study investigates the high cycle fatigue properties, failure mechanisms, and microstructure evolution of 9Cr3W3Co steel at 650 °C under stress ratios R of 0.1, 0.3 and 0.5. S-N curves exhibit a continuous decline, with corresponding fatigue strengths at 107 cycles of 116.6, 99.6 and 64.8 MPa for R of 0.1, 0.3 and 0.5, respectively. Surface or sub-surface crack initiation failure (SSCIF) is the only observed failure mode at R = 0.1, while necking induced failure (NIF) dominates at R = 0.5. At R = 0.3, both failure modes coexist. SSCIF mode is characterized by localized plastic deformation and fatigue damage accumulation, with crack propagation and facet formation influenced by the activation of slip systems with relatively high Schmid factors and the grain orientation and local deformation distribution of martensite structures. NIF mode is marked by widespread plastic deformation, void nucleation and coalescence, resulting in the rapid diminution of the effective load-bearing of specimens and ultimately leading to necking failure.
650℃不同应力比下9Cr3W3Co钢的高周疲劳性能、失效机制及组织演变
研究了应力比R分别为0.1、0.3和0.5时,9Cr3W3Co钢在650℃高温下的高周疲劳性能、失效机理和组织演变。S-N曲线呈连续下降趋势,当R为0.1、0.3和0.5时,107次循环时对应的疲劳强度分别为116.6、99.6和64.8 MPa。在R = 0.1时,表面或亚表面裂纹萌生破坏(SSCIF)是唯一的破坏模式,而在R = 0.5时,颈缩诱发破坏(NIF)占主导地位。在R = 0.3时,两种失效模式并存。SSCIF模式以局部塑性变形和疲劳损伤积累为特征,裂纹扩展和小面形成受施密德系数较高的滑移系统激活以及马氏体组织的晶粒取向和局部变形分布的影响。NIF模式以广泛的塑性变形、空洞成核和聚并为特征,导致试件有效承载能力迅速降低,最终导致颈缩破坏。
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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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