Modeling Techniques for Strain-Range-Dependent Hardening Behavior of Low-Yield-Point Steel Shear Panel Dampers
Publication: Journal of Structural Engineering
Volume 143, Issue 12
Abstract
Shear panel dampers made of the low-yield-point steel exhibit significant overstrength under cyclic loading—a phenomenon that has been observed to depend not only on accumulated plastic deformations but also the loading amplitudes. This type of material behavior cannot be captured by using nominal metal plasticity models, and thus an extension—dubbed in this paper as the stepwise hardening model—is proposed. This model incorporates a set of kinematic and isotropic hardening variables that can be selectively activated or deactivated based on the strain amplitude. It can be incorporated into standard plasticity models using the so-called finite-element birth-death technique, which is available in most commercial finite-element analysis packages. In this paper, the authors implement the proposed extension onto the standard plasticity model in general finite-element software using its parameter design language. The utility of the model is demonstrated by calibrating its parameters using force-displacement data from laboratory tests, and by carrying out numerical simulations to examine the evolution of damper shear force and energy consumption under different loading histories. The numerical studies performed in this paper indicate that the modified model can capture the hysteretic characteristics of low-yield-point steel dampers very well, which include their nonlinear transient and load–amplitude-dependent responses, as well as Bauschinger effects.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The authors gratefully acknowledge the financial support provided by the National Natural Science Foundation of China (Grant Nos. 51229801 and 51378291).
References
AISC. (2010). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-10, Chicago.
ANSYS version 14.5 [Computer software]. ANSYS, Canonsburg, PA.
Chaboche, J. L. (1986). “Time-independent constitutive theories for cyclic plasticity.” Int. J. Plast., 2(2), 149–188.
Chaboche, J. L., Dang-Van, K., and Cordier, G. (1979). “Modelization of the strain memory effect on the cyclic hardening of 316 stainless steel.” Transactions of the 5th Int. Conf. SMIRT, Berlin.
Chaboche, J. L., and Rousselier, G. (1983). “On the plastic and viscoplastic constitutive equations. I: Rules developed with internal variable concept.” J. Press. Vessel Technol., 105(2), 153–158.
Chan, R. W. K., Albermani, F., and Kitipornchai, S. (2013). “Experimental study of perforated yielding shear panel device for passive energy dissipation.” J. Constr. Steel Res., 91, 14–25.
Chen, Z., Ge, H., and Usami, T. (2006). “Hysteretic model of stiffened shear panel dampers.” J. Struct. Eng., 478–483.
CMC (Ministry of Construction). (2013). “Technical specification for seismic energy dissipation of buildings.” JGJ 297-2013, Beijing (in Chinese).
Ge, H., and Usami, T. (1996). “Ultimate strength of steel outstands in compression.” J. Struct. Eng., 573–578.
Hossain, M. R., Ashraf, M., and Albermani, F. (2011). “Numerical modelling of yielding shear panel device for passive energy dissipation.” Thin Walled Struct., 49(8), 1032–1044.
Ji, X., Wang, Y., Ma, Q., and Okazaki, T. (2015). “Cyclic behavior of very short steel shear links.” J. Struct. Eng., 04015114.
Jia, L. J., and Kuwamura, H. (2013). “Prediction of cyclic behaviors of mild steel at large plastic strain using coupon test results.” J. Struct. Eng., 04013056.
Lemaitre, J., and Chaboche, J. L. (1990). Mechanics of solid materials, Cambridge University Press, Cambridge, U.K.
Nakashima, M. (1995). “Strain-hardening behavior of shear panels made of low-yield steel. I: Rest.” J. Struct. Eng., 1742–1749.
Nakashima, M., Akazawa, T., and Tsuji, B. (1995). “Strain-hardening behavior of shear panels made of low-yield steel. II: Model.” J. Struct. Eng., 1750–1757.
Xu, L., Nie, X., and Fan, J. (2016a). “Cyclic behavior of low-yield-point steel shear panel dampers.” Eng. Struct., 126, 391–404.
Xu, L., Nie, X., Fan, J., Tao, M., and Ding, R. (2016b). “Cyclic hardening and softening behavior of the low yield point steel BLY160: Experimental response and constitutive modeling.” Int. J. Plast., 78, 44–63.
Zhang, C., Aoki, T., Zhang, Q., and Wu, M. (2013). “Experimental investigation on the low-yield-strength steel shear panel damper under different loading.” J. Constr. Steel Res., 84, 105–113.
Zhang, C., Zhang, Z., and Shi, J. (2012). “Development of high deformation capacity low yield strength steel shear panel damper.” J. Constr. Steel Res., 75, 116–130.
Information & Authors
Information
Published In
Copyright
©2017 American Society of Civil Engineers.
History
Received: Jun 21, 2016
Accepted: May 30, 2017
Published online: Oct 16, 2017
Published in print: Dec 1, 2017
Discussion open until: Mar 16, 2018
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.