A Simple Model for Stable Cyclic Stress-Strain Relationship of Type 304 Stainless Steel Under Nonproportional Loading

[+] Author and Article Information
Takamoto Itoh

Department of Mechanical Engineering, Fukui University, 9-1, Bunkyo 3-chome, Fukui, 910-8507, Japane-mail: itoh@mech.fukui-u.ac.jp

Xu Chen

Department of Chemical Engng Machinery, Tianjin University, Tianjin, 300072, P. R. China

Toshimitsu Nakagawa, Masao Sakane

Department of Mechanical Engineering, Ritsumeikan University, 1-1-1, Noji-higashi, Kusatsu-shi Shiga, 525-8577, Japan

J. Eng. Mater. Technol 122(1), 1-9 (Feb 05, 1999) (9 pages) doi:10.1115/1.482758 History: Received July 27, 1998; Revised February 05, 1999
Copyright © 2000 by ASME
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Shape and dimensions of the specimen tested (mm)
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Proportional and nonproportional strain paths
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Two-surface model for superposing the two kinematic hardening rules
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Stable cyclic stress-strain relationship for Case 0, 4, 7, and 10: (a) Case 0, (b) Case 4, (c) Case 7, (d) Case 10
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Stable cyclic stress response for Case 1–13 at Δε=0.8 percent
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Comparison of axial and shear stress ranges between the analysis and experiment; (a) axial stress range, (b) shear stress range
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Comparison of the calculated and experimental effective stress amplitudes: (a) α=0.9, (b) α,fNP=0




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