{"title":"AISI 4140钢在循环轴向载荷下产生稳定残余压应力的强化方法","authors":"Tomofumi Aoki , Motoaki Hayama , Shoichi Kikuchi , Jun Komotori","doi":"10.1016/j.ijfatigue.2025.109200","DOIUrl":null,"url":null,"abstract":"<div><div>In this study, fine-particle peening (FPP) and shot peening (SP) were performed with a maximum compressive residual stress (CRS) of approximately − 650 MPa for AISI 4140 steels to increase the fatigue strength. The CRS stability during the fatigue process was analyzed using <em>in situ</em> X-ray stress measurements under axial compression-tension loading. The hardened layer formed via peening stabilized the CRS against cyclic axial loading, with fatigue strength at the 10<sup>7</sup>th cycle. This occurs because the increased local yield strength prevents localized compressive yielding caused by the superposition of the compressive loading and residual stresses. Although peening induced a CRS in a region deeper than the hardened layer, the CRS below the hardened layer was relaxed by a compressive stress loading lower than that on the surface, reducing the CRS stability in the hardened layer. This is because the compressive loading caused local compressive yielding below the hardened layer and resulted in stress redistribution. SP induced remarkable CRS deeper than the hardened layer, while FPP induced it mainly in the surface layer. Compared to SP, FPP increased the fatigue strength at the 10<sup>7</sup>th cycle by approximately 50 MPa and maintained a high CRS during fatigue testing with axial tension–compression loading and a stress amplitude of 700 MPa. The CRS stability and fatigue properties under axial loading were the most improved when the hardened layer with high yield strength was formed via FPP, and the peak CRS location was within the hardened layer.</div></div>","PeriodicalId":14112,"journal":{"name":"International Journal of Fatigue","volume":"201 ","pages":"Article 109200"},"PeriodicalIF":6.8000,"publicationDate":"2025-07-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Peening methods for AISI 4140 steel to induce stable compressive residual stress against cyclic axial loading\",\"authors\":\"Tomofumi Aoki , Motoaki Hayama , Shoichi Kikuchi , Jun Komotori\",\"doi\":\"10.1016/j.ijfatigue.2025.109200\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>In this study, fine-particle peening (FPP) and shot peening (SP) were performed with a maximum compressive residual stress (CRS) of approximately − 650 MPa for AISI 4140 steels to increase the fatigue strength. The CRS stability during the fatigue process was analyzed using <em>in situ</em> X-ray stress measurements under axial compression-tension loading. The hardened layer formed via peening stabilized the CRS against cyclic axial loading, with fatigue strength at the 10<sup>7</sup>th cycle. This occurs because the increased local yield strength prevents localized compressive yielding caused by the superposition of the compressive loading and residual stresses. Although peening induced a CRS in a region deeper than the hardened layer, the CRS below the hardened layer was relaxed by a compressive stress loading lower than that on the surface, reducing the CRS stability in the hardened layer. This is because the compressive loading caused local compressive yielding below the hardened layer and resulted in stress redistribution. SP induced remarkable CRS deeper than the hardened layer, while FPP induced it mainly in the surface layer. Compared to SP, FPP increased the fatigue strength at the 10<sup>7</sup>th cycle by approximately 50 MPa and maintained a high CRS during fatigue testing with axial tension–compression loading and a stress amplitude of 700 MPa. The CRS stability and fatigue properties under axial loading were the most improved when the hardened layer with high yield strength was formed via FPP, and the peak CRS location was within the hardened layer.</div></div>\",\"PeriodicalId\":14112,\"journal\":{\"name\":\"International Journal of Fatigue\",\"volume\":\"201 \",\"pages\":\"Article 109200\"},\"PeriodicalIF\":6.8000,\"publicationDate\":\"2025-07-28\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Fatigue\",\"FirstCategoryId\":\"88\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0142112325003974\",\"RegionNum\":2,\"RegionCategory\":\"材料科学\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, MECHANICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Fatigue","FirstCategoryId":"88","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0142112325003974","RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
Peening methods for AISI 4140 steel to induce stable compressive residual stress against cyclic axial loading
In this study, fine-particle peening (FPP) and shot peening (SP) were performed with a maximum compressive residual stress (CRS) of approximately − 650 MPa for AISI 4140 steels to increase the fatigue strength. The CRS stability during the fatigue process was analyzed using in situ X-ray stress measurements under axial compression-tension loading. The hardened layer formed via peening stabilized the CRS against cyclic axial loading, with fatigue strength at the 107th cycle. This occurs because the increased local yield strength prevents localized compressive yielding caused by the superposition of the compressive loading and residual stresses. Although peening induced a CRS in a region deeper than the hardened layer, the CRS below the hardened layer was relaxed by a compressive stress loading lower than that on the surface, reducing the CRS stability in the hardened layer. This is because the compressive loading caused local compressive yielding below the hardened layer and resulted in stress redistribution. SP induced remarkable CRS deeper than the hardened layer, while FPP induced it mainly in the surface layer. Compared to SP, FPP increased the fatigue strength at the 107th cycle by approximately 50 MPa and maintained a high CRS during fatigue testing with axial tension–compression loading and a stress amplitude of 700 MPa. The CRS stability and fatigue properties under axial loading were the most improved when the hardened layer with high yield strength was formed via FPP, and the peak CRS location was within the hardened layer.
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.