Mem-Spring Models Combined with Hybrid Dynamical System Approach to Represent Material Behavior
Publication: Journal of Engineering Mechanics
Volume 144, Issue 12
Abstract
Material stress-strain behaviors and system load-displacement responses characterized with the origin-crossing input-ouput feature under repetitive loading and unloading conditions can be modeled efficiently by mem-spring models. Mem-springs are from a new family of state-space hysteresis constitutive and component models recently introduced to engineering mechanics by building on analogy with the recent concepts of the memristor, memcapacitor, and meminductor in electrical engineering. In this study, the modeling capability of mem-springs was explored, first by relaxing the continuity condition in the original definition to allow switching, and second, by leveraging a hybrid dynamical system approach as a framework for the switching. State variables were employed in a systematic manner, including the absement (i.e., the time integral of strain or displacement) or momentum (i.e., the time integral of stress or restoring force), and, when needed, internal variables that capture long- and/or short-term memory. Secant rather than tangent stiffness of the input-output pair was a signature of the data analysis. In this manner, mem-springs were constructed as parsimonious and physically meaningful hysteresis models at a constitutive and component level. Mem-springs incorporated into the simplest hybrid dynamical system can render rich hysteretic behaviors and responses, which have the potential to be very useful in engineering mechanics applications. Both rate-dependent and rate-independent hysteresis can be captured by mem-spring models. A partial model for concrete and qualitative models for rubber and the Mullins effect are presented as illustrative examples.
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Acknowledgments
The author would like to acknowledge the Vice President for Research of the University of Oklahoma for the Faculty Investment Program (FIP), the partial support of which initiated this study. The author would like to acknowledge the thorough editorial advice provided by Professor Jim Beck to significantly improve the presentation of this paper; the hosting of California Institute of Technology during the author’s sabbatical leave for the completion of this study is also acknowledged. The author would like to thank Dr. François Gay-Balmaz for meticulous discussions on the definitions of hybrid dynamical systems, and Professor Joseph Wright for a helpful discussion on the Appendix. The author would like to thank Mr. Pavle Milicevic, a former undergraduate researcher funded by FIP for assisting the author to achieve a better understanding of the structural behavior of the subject in “Self-Centering Structure.” The author would also like to thank Professors Michael Todd and Yu Qiao for their inquiries and comments on the result of “Partial Model of Concrete under Different Types of Load.”
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©2018 American Society of Civil Engineers.
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Received: Oct 10, 2017
Accepted: May 24, 2018
Published online: Sep 21, 2018
Published in print: Dec 1, 2018
Discussion open until: Feb 21, 2019
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