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  HomeContents of Chinese Journal of Mechanical Engineering 2007 No.2EFFECT OF GROUND LAYER ON ULTRA LONG LIFE FATIGUE BEHAVIOUR IN HIGH CARBON CHROMIUM BEARING STEEL

EFFECT OF GROUND LAYER ON ULTRA LONG

LIFE FATIGUE BEHAVIOUR IN HIGH CARBON

CHROMIUM BEARING STEEL

 

LU Liantao1  SHIOZAWA Kazuaki2  NISHINO Seiichi2

(1. State Key Laboratory of Traction Power, Southwest Jiaotong University, Chengdu 6l0031;
2. Faculty of Engineering, Toyama University, Toyama 930-8555, Japan )

 

Abstract: In order to investigate the effect of ground layer on fatigue behavior of high carbon chromium bearing steel JIS SUJ2 in ultra-long life regime, rotating-bending fatigue tests are performed in laboratory air at room temperature using hour- glass-shaped emerized and electro-polished specimens. The emerized specimen and the electro-polished one are obtained by removing a partial ground layer with surface roughness and the whole ground layer from ground ones, respectively. The results show that S-N curves are composed of surface fracture mode curve in the region of short life and internal fracture mode curve in the region of long life. The S-N curves for surface fracture mode are affected by surface roughness and compressive residual stress. The S-N curves for internal fracture mode are not affected by surface conditions, which is an inherent characteristic of the material. For the surface fracture mode, the emerized specimen shows the largest fatigue limit, about 1.11 times larger than for the electro-polished one and 1.20 times larger than for the ground one. The fatigue limits of surface fracture mode affected by the surface compressive residual stress can be expressed by modified Goodman diagram. Furthermore, conditions for internal crack initiation and propagation are discussed. The fatigue limit in ultra-long life regime is estimated.

Key words: Ultra-long life fatigue Ground layer S-N curve Surface crack Internal crack Nonmetallic inclusion Fish-eye Bearing steel

CLC No: TG113

国家自然科学基金资助项目(50471047, 50323003). Received 20060209, rreceived in revised form 20060928

 
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