Stress Strain Analysis of Steel Specimens Not Wholly Quenched

Rui Jie Wang; He Ming Cheng; Bao Dong Shao; Jian Yun Li

doi:10.4028/www.scientific.net/AMR.261-263.702

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 261-263Stress Strain Analysis of Steel Specimens Not...

Stress Strain Analysis of Steel Specimens Not Wholly Quenched

Abstract:

A finite element model of not wholly quenched steel fatigue specimen is established. Hardness value of some distance to work piece surface are assumed different and cyclic strength coefficients of different zones are different, both is assumed to be proportional to hardness value. Elasto-plastic finite element analysis was carried out for this model. According to the stress-strain distribution on transverse section, the effect of not wholly quenched on fatigue crack initiation life is analyzed.

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Periodical:

Advanced Materials Research (Volumes 261-263)

Pages:

702-706

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.261-263.702

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Online since:

May 2011

Authors:

Rui Jie Wang, He Ming Cheng, Bao Dong Shao, Jian Yun Li

Keywords:

Cyclic Strength Coefficient, Finite Element Analysis (FEA), Quenched Steel, Stress Strain Distribution

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References

[1] J. D. Kim, J. K. Ji: Journal of Materials Processing Technology Vol.176 (2006), p.19–23.

Google Scholar

[2] R. Sadeler, Y. Totik, M. Gavgal et al.: Materials and Design Vol.25 (2004), pp.439-445.

Google Scholar

[3] D. L. C. Pedro, O. Magnus, E. Torsten: International journal of Fatigue Vol. 20(1998), pp.389-398

Google Scholar

[4] G. Wang, M. E. Barkey: Experimental Mechanics Vol.44 (2004), pp.512-521

Google Scholar

[5] Ruijie Wang, Deguang Shang: International journal of Fatigue Vol. 31(2009), pp.508-514.

Google Scholar

[6] U. Muralidharan, S. S. Manson: Journal of Engineering Material Technology Vol. 110(1988), pp.55-88.

Google Scholar

[7] J. H. Ong: International journal of Fatigue Vol. 15(1993), pp.213-219.

Google Scholar

[8] K. S. Lee, J. H. Song: International journal of Fatigue Vol.28 (2006), pp.386-400.

Google Scholar

[9] A. M. Eleiche, M. M. Megahed, N. M. Abd-Allah: International journal of Fatigue Vol. 18(1996), pp.577-592.

Google Scholar

[10] D. G. Shang, M. E. Barkey: Fatigue and Fracture of Engineering Material and Structures Vol.29 (2006), pp.23-30.

Google Scholar

[11] J. Komotori, M. Shimizu, Y. Misakab et al.: International journal of Fatigue Vol. 23(2001), p. S225-S230.

Google Scholar