Cyclic Behavior of Structural Steels. I: Experiments
Author:
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%281995%29121%3A11%281158%29
Reference12 articles.
1. Benallal A. and Marquis D. (1987). “Constitutive equations for nonproportional cyclic elasto-viscoplasticity.” J. Engrg. Mat. and Technol. Vol. 109 326–336.
2. Biaxial Properties of Structural Steel under Nonproportional Loading
3. Uniaxial Cyclic Stress‐Strain Behavior of Structural Steel
4. Krempl E. and Lu H. (1984). “The hardening and rate-dependent behavior of fully annealed AISI type 304 stainless steel under biaxial in-phase and out-of-phase strain cycling at room temperature.” J. Engrg. Mat. and Technol. Vol. 106 376–382.
5. Lamba H. S. and Sidebottom O. M. (1978). “Cyclic plasticity for nonproportional paths.” J. Engrg. Mat. and Technol. Vol. 100 96–111.
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