Technical Papers
Apr 10, 2017

Fundamentals of Shape Memory Alloy–Rubber Bearing Seismic Design and Assessment

Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 8

Abstract

In this study, a shape memory alloy (SMA) and general rubber bearing are used to develop a novel SMA–rubber bearing combination. This bearing is then used to develop a smart isolation system that can achieve vibration control in a bridge structure during earthquakes. The system design is based on a martensitic NiTi SMA (atom fraction of Ni=51%) with a production diameter of 1.0 mm. The damping provided by the NiTi alloy is frequency dependent and increases with prestrain and amplitude. To investigate the basic mechanical behavior of the designed SMA-rubber bearing, three-dimensional finite-element models were constructed and the optimized parameters of the bearing were analyzed to investigate their effects on mechanical behavior. To assess the isolation effectiveness of the bearing, a simply supported beam bridge with different bearings was investigated under various earthquake excitations to compare the effects of vibration isolation. Through optimization analysis, design parameters for prestrain (3.0–4.0%), α value (18–25°), and Shore hardness were obtained. An application analysis showed that the proposed bearings limit the relative displacement of a bridge deck effectively under strong ground motions and that they almost completely recover their original shape.

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Acknowledgments

The writers gratefully acknowledge financial support provided by the Science Foundation of China Postdoctor (Grant No. 20150490183), the Science Foundation of the Ministry of Housing and Urban–Rural Development of the People’s Republic of China (Grant No. 2012-K2-6), the Science and Technology Agency of Zhejiang province (Grant No. 2015C33222), the Science Foundation of Shanghai Postdoctor (Grant No. 13R21421100), and the Wenzhou city science and technology projects (Grant No.G20140017).

References

Alam, M. S., Youssef, M. A., and Nehdi, M. (2007). “Utilizing shape memory alloys to enhance the performance and safety of civil infrastructure: A review.” Can. J. Civ. Eng., 34(9), 1075–1086.
ANSYS [Computer software]. ANSYS, Canonsburg, PA.
Attanasi, G., Auricchio, F., and Fenves, G. (2009). “Feasibility assessment of an innovative isolation bearing system with shape memory alloys.” J. Earthquake Eng., 13(S1):18–39.
Balafas, K., and Kiremidjian, A. S. (2014). “Reliability assessment of the rotation algorithm for earthquake damage estimation.” Struct. Infrastruct. Eng., 11(1):51–62.
Bhuiyan, A. R., and Alam, M. S. (2013). “Seismic performance assessment of highway bridges equipped with superelastic shape memory alloy-based laminated rubber isolation bearing.” Eng. Struct., 49(2), 396–407.
Cardone, D., Dolce, M., and Ponzo, F. C. (2006). “The behavior of SMA isolation systems based on a full-scale release test.” J. Earthquake Eng., 10(6), 815–842.
Choi, E., Nam, T. H., Oh, J. T., and Cho, B. S. (2006). “An isolation bearing for highway bridges using shape memory alloys.” Mater. Sci. Eng. A, 438(1), 1081–1084.
Cubrinovski, M., Haskell, J., Winkley, A., Robinson, K., and Wotherspoon, L. (2014). “Performance of bridges in liquefied deposits during the 2010–2011 Christchurch, New Zealand, earthquakes.” J. Perform. Constr. Facil., 24–39.
Cubrinovski, M., Haskell, J., Winkley, A., Robinson, K., and Wotherspoon, L. (2014). “Performance of bridges in liquefied deposits during the 2010–2011 Christchurch, New Zealand, earthquakes.” J. Perform. Constr. Facil, 28(1), 24–39.
Dolce, M., Cardone, D., and Marnetto, R. (2000). “Implementation and testing of passive control devices based on shape memory alloys.” Earthquake Eng. Struct. Dyn., 29(7), 945–968.
Fabio, C., and Lucia, F. (2009). “A passive control device with SMA components: From the prototype to the model.” Struct. Control Health Monit., 16(7–8), 751–765.
Gur, S., Mishra, S. K., and Chakraborty, S. (2014). “Stochastic optimization of shape-memory-alloy rubber bearing (SMARB) for isolating buildings against random earthquake.” Struct. Control Health Monit., 21(9), 1222–1239.
Hedayati Dezfuli, F., and Shahria Alam, M. (2013). “Shape memory alloy wire-based smart natural rubber bearing.” Smart Mater. Struct., 22(4), 045013.
Hedayati Dezfuli, F., and Shahria Alam, M. (2014). “Performance-based assessment and design of FRP-based high damping rubber bearing incorporated with shape memory alloy wires.” Eng. Struct., 61(1), 166–183.
Hedayati Dezfuli, F., and Shahria Alam, M. (2015). “Hysteresis model of shape memory alloy wire-based laminated rubber bearing under compression and unidirectional shear loadings.” Smart Mater. Struct., 24(6), 065022.
Jani, J. M., Leary, M., Subic, A., and Gibson, M. A. (2014). “A review of shape memory alloy research, applications and opportunities.” Mater. Des., 56, 1078–1113.
Lagoudas, D. C. (2008). Shape memory alloys, Springer Science and Business Media, New York.
Mackie, K. R., and Stojadinović, B. (2007). “R-factor parameterized bridge damage fragility curves.” J. Bridge Eng., 500–510.
Masato, Abé, and Makoto, S. (2014). “Performance of railway bridges during the 2011Tohoku earthquake.” J. Perform. Constr. Facil., 13–23.
Ozbulut, O. E., Hurlebaus, S., and Desroches, R. (2011). “Seismic response control using shape memory alloys: A review.” J. Intell. Mater. Syst. Struct., 22(14), 1531–1549.
Shrestha, K. C., Saiidi, M. S., and Cruz, C. A. (2015). “Advanced materials for control of post earthquake damage in bridges.” Smart Mater. Struct., 24(2), 025035.
Xue, S., Zhuang, P., and Li, B. (2005). “Experimental study on mechanical behavior of SMA-rubber bearing.” World Earthquake Eng., 21(4), 10–16 (in Chinese).
Yao, J. T. P. (1972). “Concept of structure control.” J. Struct. Div., 98(7), 1567–1574.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 29Issue 8August 2017

History

Received: Feb 28, 2015
Accepted: Dec 21, 2016
Published ahead of print: Apr 10, 2017
Published online: Apr 11, 2017
Published in print: Aug 1, 2017
Discussion open until: Sep 11, 2017

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Authors

Affiliations

Lu Pengzhen, Ph.D. [email protected]
Associate Professor, Zhejiang Univ. of Technology, Hangzhou 310014, P.R. China (corresponding author). E-mail: [email protected]
Zhan Xiaoli, Ph.D. [email protected]
Associate Professor, Dept. of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310014, P.R. China. Email: [email protected]
Tang Feng
Senior Engineer, Traffic Design Institute, Zhejiang, Jinhua 321000, P.R. China.
Shao Hua
Master Graduate Student, Shao Hua, Zhejiang Univ. of Technology, Hangzhou 310014, P.R. China.

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