Technical Papers
Feb 24, 2020

Experimental Evaluation of Smart Composite Device with Shape Memory Alloy and Piezoelectric Materials for Energy Dissipation

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Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 5

Abstract

Based on the superelasticity of shape memory alloy (SMA) and the electrodeformation of a piezoelectric transition (PZT) ceramic, a novel SMA/PZT composite control device (SPCCD) was designed and its energy dissipation performance and neural network constitutive model investigated. The composite control device is composed of a variable friction unit that contains four rectangular PZT actuators and an SMA unit that includes energy-dissipation and resettable wires. The friction force can be adjusted in real time by applying the voltage to the PZT actuators and the SMA wires can dissipate energy via hysteresis and provide a reset force. This composite control device’s different components participate in energy dissipation at different seismic intensities. Electro-mechanical tests are conducted to evaluate the performance of the SPCCD with different displacement amplitudes, loading/unloading frequencies, and excitation voltages. Correspondingly, the force-displacement curves are acquired, and the influences of the lap hysteretic energy dissipation, equivalent stiffness, and equivalent damping ratio on the energy dissipation capacity of the SPCCD are analyzed. Then, the excitation voltage and loading history are considered as neuronal input to establish a back-propagation (BP) neural network model of the SPCCD. The experimental results show that the hysteresis curves of the SPCCD are approximately symmetrical and the loading/unloading frequency has little effect on the mechanical properties. The maximum control force of the SPCCD linearly increases with an increase in the excitation voltage, and its semiactive PZT unit has a large adjustable range for energy dissipation. Thus, the SPCCD is reasonably designed. Moreover, the BP network constitutive model is able to accurately track the output of the SPCCD, providing an effective means for the establishment and application of the constitutive model to SMA-based composite control devices.

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Data Availability Statement

Some or all data, models, or codes generated or used during the study are available from the corresponding author by request, including experimental data for SMA wires, experimental data for the SPCCD, and the BP neural network model.

Acknowledgments

This research was supported by the National Natural Science Foundation of China (51678480), Henan Province Key Scientific Research Projects of Colleges and Universities (19A560016), Henan Province Key projects of Science and Technology (192102310277, 182102310834, and 202102310248), and Zhumadian Major Projects of Science and Technology (19005).

References

Bian, X. F., and S. D. Xue. 2004. “SMA–MR composite damper.” [In Chinese.] World Earthquake Eng. 20 (2): 23–29.
Chen, G. D., G. T. Garrett, C. Q. Chen, and F. Y. Cheng. 2004. “Piezoelectric friction dampers for earthquake mitigation of buildings: Design, fabrication, and characterization.” Struct. Eng. Mech. 17 (3–4): 539–556. https://doi.org/10.12989/sem.2004.17.3_4.539.
Choi, S. B., Y. K. Park, and T. Fukuda. 1998. “Proof-of-concept investigation on active vibration control of hybrid smart structures.” Mechatronics 8 (6): 673–689.
Dai, N. X. 2012. “Experimental and theoretical research on the smart isolation system using PZT and SMA complex friction damper.” Ph.D. dissertation, Dept. of Civil Engineering, Hunan Univ.
Dai, N. X., P. Tan, and F. L. Zhou. 2011. “A smart base-isolation using piezoelectric friction damper.” Adv. Mater. Res. 250–253: 1281–1286. https://doi.org/10.4028/www.scientific.net/AMR.250-253.1281.
Dieng, L., G. Helbert, S. A. Chirani, T. Lecompte, and P. Pilvin. 2013. “Use of shape memory alloys damper device to mitigate vibration amplitudes of bridge cables.” Eng. Struct. 56 (6): 1547–1556. https://doi.org/10.1016/j.engstruct.2013.07.018.
Dong, B., Y. Liu, L. Qin, Y. Wang, Y. Fang, F. Xing, and X. Chen. 2016. “In-situ structural health monitoring of a reinforced concrete frame embedded with cement-based piezoelectric smart composites.” Res. Nondestr. Eval. 27 (4): 216–229. https://doi.org/10.1080/09349847.2016.1156795.
Dong, B., F. Xing, and Z. Li. 2011. “Cement-based piezoelectric ceramic composite and its sensor applications in civil engineering.” ACI Mater. J. 108 (5): 543–549.
Garrett, G. T., G. Chen, F. Y. Cheng, and W. Huebner. 2001. “Experimental characterization of piezoelectric friction dampers.” In Vol. 4330 of Proc., SPIE’s 8th Annual Int. Symp. on Smart Structures and Materials, 2001, 405–415. Washington, DC: International Society for Optical Engineering.
Han, S. J. 2002. “Active/passive seismic control of structures.” Ph.D. dissertation, Dept. of Civil Engineering, Catholic Univ. of America.
Hooshmand, M., B. Rafezy, and J. Khalil-Allafi. 2015. “Seismic retrofit in building structures using shape memory alloys.” KSCE J. Civ. Eng. 19 (4): 935–942. https://doi.org/10.1007/s12205-015-0261-z.
Lee, H. J., and J. J. Lee. 2000. “Evaluation of the characteristics of a shape memory alloy spring actuator.” Smart Mater. Struct. 9 (6): 817–823. https://doi.org/10.1088/0964-1726/9/6/311.
Lu, L. Y., C. C. Lin, G. L. Lin, and C. Y. Lin. 2010. “Experiment and analysis of a fuzzy-controlled piezoelectric seismic isolation system.” J. Sound Vib. 329 (11): 1992–2014. https://doi.org/10.1016/j.jsv.2009.12.025.
Lu, L. Y., G. L. Lin, and C. Y. Lin. 2011. “Experimental verification of a piezoelectric smart isolation system.” Struct. Control Health Monit. 18 (8): 869–889. https://doi.org/10.1002/stc.407.
Ma, H., and C. Cho. 2008. “Feasibility study on a superelastic SMA damper with recentering capability.” Mater. Sci. Eng., A 473 (1–2): 290–296. https://doi.org/10.1016/j.msea.2007.04.073.
Ozbulut, O. E., M. Bitaraf, and S. Hurlebaus. 2011. “Adaptive control of base-isolated structures against near-field earthquakes using variable friction dampers.” Eng. Struct. 33 (12): 3143–3154. https://doi.org/10.1016/j.engstruct.2011.08.022.
Ozbulut, O. E., and S. Hurlebaus. 2012. “Application of an SMA-based hybrid control device to 20-story nonlinear benchmark building.” Earthquake Eng. Struct. Dyn. 41 (13): 1831–1843. https://doi.org/10.1002/eqe.2160.
Parulekar, Y. M., G. R. Reddy, K. K. Vaze, S. Guha, C. Gupta, K. Muthumani, and R. Sreekala. 2012. “Seismic response attenuation of structures using shape memory alloy dampers.” Struct. Control Health Monit. 19 (1): 102–119. https://doi.org/10.1002/stc.428.
Qian, H., H. N. Li, W. J. Ren, and H. Chen. 2011. “Design and test study of shape memory alloy composite friction damper.” [In Chinese.] J. Build. Struct. 32 (9): 58–64.
Ramos, A. D. O., C. J. Araújo, H. M. R. Oliveira, G. A. Macêdo, and A. G. B. Lima. 2018. “An experimental investigation of the superelastic fatigue of NiTi SMA wires.” J. Braz. Soc. Mech. Sci. Eng. 40 (4): 1–14.
Ren, W. J., H. N. Li, and L. Q. Wang. 2012. “Superelastic shape memory alloy cyclic constitutive model based on neural network.” [In Chinese.] Rare Metal Mater. Eng. 9 (2): 243–246.
Silwal, B., and O. E. Ozbulut. 2018. “Aftershock fragility assessment of steel moment frames with self-centering dampers.” Eng. Struct. 168 (Aug): 12–22. https://doi.org/10.1016/j.engstruct.2018.04.071.
Unsal, M., C. Nieqreeki, and C. Crane, III. 2003. “A new semi-active piezoelectric-based friction damper.” In Vol. 5052 of Proc., Smart Structures and Materials, 2003, 413–420. Washington, DC: International Society for Optical Engineering.
Yu, B. S., S. L. Wang, T. Yang, and Y. J. Fan. 2017. “BP neural netwok constitutive model based on optimization with genetic algorithm for SMA.” Acta Metall. Sinica 53 (2): 248–256.
Yuvaraja, M., and M. Senthilkumar. 2013. “Comparative study on vibration characteristics of a flexible GFRP composite beam using SMA and PZT actuators.” Procedia Eng. 64: 571–581. https://doi.org/10.1016/j.proeng.2013.09.132.
Zhao, D. H., and H. N. Li. 2009. “Experimental study of piezoelectric friction damper.” [In Chinese.] Piezoelectrics Acoustooptics 31 (1): 60–62.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 5May 2020

History

Received: Apr 30, 2019
Accepted: Oct 18, 2019
Published online: Feb 24, 2020
Published in print: May 1, 2020
Discussion open until: Jul 24, 2020

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Authors

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Associate Professor, Dept. of Architecture Engineering Huang, Huai Univ., No. 76, Kaiyuan Rd., Zhumadian, Henan 463000, China (corresponding author). ORCID: https://orcid.org/0000-0001-8777-9245. Email: [email protected]
Sheliang Wang [email protected]
Professor, Dept. of Civil Engineering, Xi’an Univ. of Architecture and Technology, No. 13, Yanta Rd., Xi’an, Shaanxi 710055, China. Email: [email protected]
Lizhen Zhang [email protected]
Assistant Engineer, Dept. of Mechanical and Energy Engineering Huang, Huai Univ., No. 76, Kaiyuan Rd., Zhumadian, Henan 463000, China. Email: [email protected]
Zhongfei Chen [email protected]
Associate Professor, Dept. of Architecture Engineering Huang, Huai Univ., No. 76, Kaiyuan Rd., Zhumadian, Henan 463000, China. Email: [email protected]

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