Abstract
While the behavior of material under monotonic loading is made traceable in the light of existing theory of plasticity, the cases of cyclic loading that varies irregularly are hard to describe faithfully by the same theory. To improve this situation, a method to simulate the stress-strain behavior of steel under uniaxial loading based on computer is firstly proposed. Generalization of this simulation to three dimensional case by means of yield function for mixed hardening law is proposed. A finite element analysis of a cracked plate shows validity of describing the material behavior through this approach.
This is a preview of subscription content, log in via an institution to check access.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Suhara, J.: The stress-strain behaviors of mild steels under complex loading history. Rep. Res. Inst. App. Mech. Kyushu Univ., XXXIII, 72 (1975) 1–30.
Tanaka, M.: On generalized kinematic hardening theory of plasticity. Ing. Arch. 44 (1975) 255–568.
Elber, W.: Fatigue crack closure under cyclic tension. Eng. Frac. Mech., 2 (1970) 37–45.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 1981 Springer-Verlag, Berlin, Heidelberg
About this paper
Cite this paper
Suhara, J. (1981). Mixed Work-Hardening Law for Steels under Complex Loading Histories and its Application to Finite Element Analysis. In: Hult, J., Lemaitre, J. (eds) Physical Non-Linearities in Structural Analysis. International Union of Theoretical and Applied Mechanics. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-81582-9_36
Download citation
DOI: https://doi.org/10.1007/978-3-642-81582-9_36
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-81584-3
Online ISBN: 978-3-642-81582-9
eBook Packages: Springer Book Archive