1. How to submit my research paper? What’s the process for publication of my paper?
The journal receives submitted manuscripts via email only. Please submit your research paper in .doc or .pdf format to the submission email: ijscer@ejournal.net... [Read More].

A One-Dimension Kinematic Hardening Model Based on Continuous Hyperplasticity

Hai. Than-Nguyen and Lam. Nguyen-Sy
Faculty of Civil Engineering, Ho Chi Minh City University of Technology, Vietnam
Abstract—This paper presents a one-dimension kinematic hardening model based on continuous hyperplasticity with infinite number of yield surface. Continuous hyperplasticity is a development of hyperplasticity theory, an approach to plasticity theory based on thermodynamics principles. It gives ability to develop many sophisticated engineering models that can describe more realistic behavior. In order to apply to numerical analysis, the discretization from infinite number of yield surface to multiple-yield-surface is shown. Applications to 1-D Finite element model using rate-dependent solution will be mentioned in this paper. The results show that this is a promising theory that can be describe nonlinear elasto-plastic response of material. By a suitable choice of some parameters, realistic behavior of a model can be derive.

Index Terms—multiple-yield-surface, rate-dependent, cyclic loading, kinematic hardening, thermodynamic, elasto-plastic.

Cite: Hai. Than-Nguyen and Lam. Nguyen-Sy, "A One-Dimension Kinematic Hardening Model Based on Continuous Hyperplasticity," International Journal of Structural and Civil Engineering Research, Vol. 6, No. 4, pp. 280-284, November 2017. doi: 10.18178/ijscer.6.4.280-284
Copyright © 2012-2015 International Journal of Structural and Civil Engineering Research, All Rights Reserved
E-mail: ijscer@ejournal.net