TECHNICAL PAPERS
Nov 1, 2007

Rate-Independent and Rate-Dependent Models for Hysteretic Behavior of Elastomers

Publication: Journal of Engineering Mechanics
Volume 133, Issue 11

Abstract

Rate-independent and rate-dependent models are presented for the hysteretic shear stress-strain behavior of elastomeric damping materials. A rate-independent hysteretic model, called the general asymptote and power function (GAPF) model, is presented that simulates different types of hysteretic behavior depending on the selected asymptote function. A rate-dependent hysteretic model, formed from a parallel combination of the GAPF model and a dashpot, is also presented which simulates loading frequency dependent behavior in addition to strain amplitude dependent behavior. Closed-form expressions for the shear stress as a function of shear strain are provided for each model. The models are calibrated for three different damping materials, and good correlation between experimental and analytical hysteretic behavior is observed. The models are investigated under variable cyclic loading. To prevent unrealistic stress values (overshooting) after a small strain reversal followed by reloading, a sequential asymptote model is introduced, based on the GAPF model. The hysteretic models were incorporated into a finite-element program within an elastomeric damper element, and the results of nonlinear time history analyses of a building structure with elastomeric dampers under simulated earthquake loading are presented to illustrate behavior of the hysteretic models under several loading histories.

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Acknowledgments

The research was conducted at the Advanced Technology for Large Structural Systems (ATLSS) Center at Lehigh University. The writers acknowledge the support of the Malaysian Rubber Board and the Pennsylvania Infrastructure Technology Alliance (PITA) through a grant from the PA Department of Community and Economic Development. Data for materials EDM1 and EDM2 were provided by Russ Warley, formerly with the Lord Corporation and now with Penn State Erie. The writers also acknowledge Shannon Sweeney of Penn State Erie, and Kamarudin Ab-Malek of the Malaysian Rubber Board for their contributions to the research. The findings, opinions, and conclusions expressed in the paper are the writers’ and do not necessarily reflect the opinions of those acknowledged here.

References

Baber, T. T., and Wen, Y. K. (1981). “Random vibration of hysteretic, degrading systems.” J. Engrg. Mech. Div., 107(6), 1069–1087.
Constantinou, M. C., and Tadjbakhsh, I. G. (1985). “Hysteretic dampers in base isolation: Random approach.” J. Struct. Eng., 111(4), 705–721.
Fan, C.-P. (1998). “Seismic analysis, behavior, and retrofit of non-ductile reinforced concrete frame buildings with viscoelastic dampers.” Ph.D. dissertation, Lehigh Univ., Bethlehem, Pa.
Fertis, D. G., and Lee, C. T. (1992). “Inelastic response of variable stiffness members under cyclic loading.” J. Eng. Mech., 118(7), 1406–1422.
Jennings, P. C. (1964). “Periodic response of a general yielding structure.” J. Engrg. Mech. Div., 90, 131–166.
Kikuchi, M., and Aiken, I. D. (1997). “An analytical hysteresis model for elastomeric seismic isolation bearings.” Earthquake Eng. Struct. Dyn., 26(2), 215–231.
Lee, K.-S. (2003). “Seismic behavior of structures with dampers made from ultra high damping natural rubber.” Ph.D. dissertation, Lehigh Univ., Bethlehem, Pa.
Lee, K.-S., Fan, C.-P., Sause, R., and Ricles, J. (2005). “Simplified design procedure for frame buildings with viscoelastic or elastomeric dampers.” Earthquake Eng. Struct. Dyn., 34(10), 1271–1284.
Lee, K.-S., Ricles, J., and Sause, R. (2004a). “Seismic design and evaluation of steel MRF retrofit with elastomeric dampers.” Int. J. Steel Struct., 4(4), 275–288.
Lee, K.-S., Sause, R., Ricles, J., Ab-Malek, K., and Lu, L.-W. (2004b). “Nonlinear rate-dependent hysteresis model for structural dampers made from ultra-high damping natural rubber.” J. Rubber Res., 7(2), 79–103.
Lo, H. R., Hammond, J. K., and Sainsbury, M. G. (1988). “Nonlinear system identification and modelling with application to an isolator with hysteresis.” Proc., 6th Int. Modal Anal. Conf., Vol. II, Society for Experimental Mechanics, Kissimmee, Fla., 1453–1459.
Marquardt, D. M. (1963). “An algorithm for least-squares estimation of nonlinear parameters.” J. Soc. Ind. Appl. Math., 11, 431–441.
Nagarajaiah, S., Reinhorn, A. M., and Constantinou, M. C. (1991). “Nonlinear dynamic analysis of 3-D-base-isolated structures.” J. Struct. Eng., 117(7), 2035–2054.
Ni, Y. Q., Ko, J. M., and Wong, C. W. (1999). “Nonparametric identification of nonlinear hysteretic systems.” J. Eng. Mech., 125(2), 206–215.
Ozdemir, H. (1976). “Nonlinear transient dynamic analysis of yielding structures,” Ph.D. dissertation, Univ. of California, Berkeley, Calif.
Prakash, V., Powell, G. H., and Campbell, S. (1993). “DRAIN-2DX: Static and dynamic analysis of plane structures.” NISEE, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.
Pyke, R. (1979). “Nonlinear soil models for irregular cyclic loadings.” J. Geotech. Engrg. Div., 105(6), 715–726.
Sause, R., Lee, K.-S., Ricles, J., Ab-Malek, K., and Lu, L.-W. (2001). “Nonlinear hysteresis models for ultra-high damping NR structural dampers.” J. Rubber Res., 4(4), 222–244.
Sivaselvan, M. V., and Reinhorn, A. M. (2000). “Hysteretic models for deteriorating inelastic structures.” J. Eng. Mech., 126(6), 633–640.
Sues, R. H., Wen, Y. K., and Ang, A. H.-S. (1985). “Stochastic evaluation of seismic structural performance.” J. Struct. Eng., 111(6), 1204–1218.
Taniwangsa, W., Clark, P. W., and Kelly, J. M. (1996). “Natural rubber isolation systems for earthquake protection of low-cost buildings.” Rep. No. UCB/EERC 95-12, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.
Thyagarajan, R. S. (1989). “Modeling and analysis of hysteretic structural behavior.” Rep. No. EERL-89-03, Earthquake Engineering Research Lab., California Institute of Technol., Pasadena, Calif.
Valanis, K. C. (1971). “A theory of viscoplasticity without a yield surface, Part I: General theory.” Arch. Mech., 23(4), 517–533.
Wang, J. Y., Ni, Y. Q., and Ko, J. M. (1999). “Transient dynamic response of Preisach hysteretic systems.” A new advance in seismic isolation, energy dissipation and control of structures, F. Zhou and B. F. Spencer, Jr., eds., Seismological Press, Beijing, 378–385.
Wen, Y. K. (1976). “Method for random vibration of hysteretic systems.” J. Engrg. Mech. Div., 102(2), 249–263.
Wong, C. W., Ni, Y. Q., and Lau, S. L. (1994). “Steady-state oscillation of hysteretic differential model. I: Response analysis.” J. Eng. Mech., 120(11), 2271–2298.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 133Issue 11November 2007
Pages: 1162 - 1170

History

Received: May 13, 2005
Accepted: Apr 19, 2007
Published online: Nov 1, 2007
Published in print: Nov 2007

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Notes

Note. Associate Editor: Majid T. Manzari

Authors

Affiliations

Richard Sause, M.ASCE
Joseph T. Stuart Professor of Structural Engineering, ATLSS Center, Dept. of Civil and Environmental Eng., Lehigh Univ., Bethlehem, PA 18015 (corresponding author). E-mail: [email protected]
Kyung-Sik Lee
Senior Structural Analyst, Integrated Design Services, 1 Peters Canyon Rd., Suite 140, Irvine, CA 92606.
James Ricles, M.ASCE
Bruce G. Johnson Professor of Structural Engineering, ATLSS Center, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015.

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