Experimental Investigation and Multiscale Modeling of VE Damper Considering Chain Network and Ambient Temperature Influence
Publication: Journal of Engineering Mechanics
Volume 148, Issue 1
Abstract
Viscoelastic (VE) dampers are one of the most promising techniques for reducing vibration in engineering structures caused by earthquakes and wind. This work aims to develop a kind of high-dissipation VE damper for civil structures at low frequency and large amplitude in shear mode. First, nitrile rubber (NBR)/organic small-molecule composite VE materials are optimized and then made into VE damper. In order to test the mechanical performance and energy dissipation performance of the VE damper, the dynamic mechanical performance experiments at different temperatures, frequencies, and amplitudes were implemented. The experimental results show that the VE damper exhibits great stiffness and excellent energy dissipation capacity under different loading conditions. Second, a fractional derivative model based on Gauss microchain, Williams–Landel–Ferry (WLF) equation, and internal variable theory is proposed to accurately describe the effects of temperature, frequency, and amplitude on the dynamic mechanical properties of VE dampers. Finally, the accuracy of the mathematical model of VE damper is verified by comparing the calculated results with the experimental results. The study provides a theoretical basis for effective vibration reduction of civil structures with VE dampers at low frequency.
Get full access to this article
View all available purchase options and get full access to this article.
Data Availability Statement
Some data, models, and code that support the findings of this study are available from the corresponding author upon reasonable request, including (1) test data for the VE damper by a servohydraulic testing machine, and (2) experimental calculation data of dynamic mechanical parameters of the VE damper.
Acknowledgments
This study was financially supported by the National Key R&D Programs of China (Grant No. 2016YFE0200500), the National Key R&D Programs of China (Grant No. 2019YFE0121900), National Science Fund for Distinguished Young Scholars (Grant No. 51625803), Changjiang Scholars Program of Ministry of Education of China, the Tencent Foundation through the XPLORER PRIZE, Ten Thousand Talent Program (Innovation Leading Talents), National Natural Science Foundation of China (Grant No. 56237845), Natural Science Foundation of Jiangsu Province (Grant No. BK20170684), and the State Foundation for Studying Abroad, China.
References
Babkina, N. V., Y. S. Lipatov, and T. T. Alekseeva. 2006. “Damping properties of composites based on interpenetrating polymer networks formed in the presence of compatibilizing additives.” Mech. Compos. Mater. 42 (4): 385–392. https://doi.org/10.1007/s11029-006-0048-x.
Boyce, M. C., and E. M. Arruda. 2000. “Constitutive models of rubber elasticity: A review.” Rubber Chem. Technol. 73 (3): 504–523. https://doi.org/10.5254/1.3547602.
Chang, K. C., T. T. Soong, M. L. Lai, and E. J. Nielsen. 1993. “Viscoelastic dampers as energy dissipation devices for seismic applications.” Earthquake Spectra 9 (3): 371–387. https://doi.org/10.1193/1.1585721.
Chang, T. S., and M. P. Singh. 2002. “Seismic analysis of structures with a fractional derivative model of viscoelastic dampers.” Earthquake Eng. Eng. Vib. 1 (2): 251–260. https://doi.org/10.1007/s11803-002-0070-5.
Christensen, R. 2012. Theory of viscoelasticity: An introduction. Amsterdam, Netherlands: Elsevier.
Christopoulos, C., and M. Montgomery. 2013. “Viscoelastic coupling dampers (VCDs) for enhanced wind and seismic performance of high-rise buildings.” Earthquake Eng. Struct. Dyn. 42 (15): 2217–2233. https://doi.org/10.1002/eqe.2321.
Ghaemmaghami, A. R., and O. S. Kwon. 2018. “Nonlinear modeling of MDOF structures equipped with viscoelastic dampers with strain, temperature and frequency-dependent properties.” Eng. Struct. 168 (Aug): 903–914. https://doi.org/10.1016/j.engstruct.2018.04.037.
Gong, S., and Y. Zhou. 2017. “Experimental study and numerical simulation on a new type of viscoelastic damper with strong nonlinear characteristics.” Struct. Control Hlth. 24 (4): e1897. https://doi.org/10.1002/stc.1897.
He, M. J. 2007. Polymer physics. Shanghai, China: Fudan University Press.
Kumari, P., C. K. Radhakrishnan, S. George, and G. Unnikrishnan. 2008. “Mechanical and sorption properties of poly (ethylene-co-vinyl acetate)(EVA) compatibilized acrylonitrile butadiene rubber/natural rubber blend systems.” J. Polym. Res. 15 (2): 97–106. https://doi.org/10.1007/s10965-007-9148-0.
Lee, H. H., and C. S. Tsai. 1994. “Analytical model of viscoelastic dampers for seismic mitigation of structures.” Comput. Struct. 50 (1): 111–121. https://doi.org/10.1016/0045-7949(94)90442-1.
Lewandowski, R., and M. Łasecka-Plura. 2016. “Design sensitivity analysis of structures with viscoelastic dampers.” Comput. Struct. 164 (Feb): 95–107. https://doi.org/10.1016/j.compstruc.2015.11.011.
Lewandowski, R., M. Slowik, and M. Przychodzki. 2017. “Parameters identification of fractional models of viscoelastic dampers and fluids.” Struct. Eng. Mech. 63 (2): 181–193. https://doi.org/10.12989/sem.2017.63.2.181.
Li, Y., S. Tang, M. Kröger, and W. K. Liu. 2016. “Molecular simulation guided constitutive modeling on finite strain viscoelasticity of elastomers.” J. Mech. Phys. Solids 88 (Mar): 204–226. https://doi.org/10.1016/j.jmps.2015.12.007.
Lion, A., and C. Kardelky. 2004. “The Payne effect in finite viscoelasticity: Constitutive modelling based on fractional derivatives and intrinsic time scales.” Int. J. Plast. 20 (7): 1313–1345. https://doi.org/10.1016/j.ijplas.2003.07.001.
Lu, L. Y., G. L. Lin, and M. H. Shih. 2012. “An experimental study on a generalized Maxwell model for nonlinear viscoelastic dampers used in seismic isolation.” Eng. Struct. 34 (34): 111–123. https://doi.org/10.1016/j.engstruct.2011.09.012.
Makris, N., and M. C. Constantinou. 1991. “Fractional-derivative Maxwell model for viscous dampers.” J. Struct. Eng. 117 (9): 2708–2724. https://doi.org/10.1061/(ASCE)0733-9445(1991)117:9(2708).
Nielsen, E. J., M. L. Lai, T. T. Soong, and J. M. Kelly. 1996. “Viscoelastic damper overview for seismic and wind applications.” In Proc., SPIE 2720, Smart Structures and Materials 1996: Passive Damping and Isolation, edited by C. D. Johnson. Bellingham, WA: Society of Photo-Optical Instrumentation Engineers. https://doi.org/10.1117/12.239081.
Park, S. 2001. “Rheological modeling of viscoelastic passive dampers.” In Proc., SPIE 4331, 8th Annual Int. Symp. on Smart Structures and Materials, edited by S. Park. Bellingham, WA: Society of Photo-Optical Instrumentation Engineers. https://doi.org/10.1117/12.432717.
Pichaiyut, S., C. Nakason, C. Kummerlöwe, and N. Vennemann. 2012. “Thermoplastic elastomer based on epoxidized natural rubber/thermoplastic polyurethane blends: Influence of blending technique.” Polym. Adv. Technol. 23 (6): 1011–1019. https://doi.org/10.1002/pat.2005.
Radhakrishnan, C. K., P. Kumari, A. Sujith, and G. Unnikrishnan. 2008. “Dynamic mechanical properties of styrene butadiene rubber and poly (ethylene-co-vinyl acetate) blends.” J. Polym. Res. 15 (2): 161–171. https://doi.org/10.1007/s10965-007-9155-1.
Raut, S. N., R. Majumder, A. Jain, and V. Mehta. 2019. “Analysis of the behavior of high-rise structures with viscoelastic dampers installed at various locations.” In Proc., ICIIF 2018, 183–194. Singapore: Innovations in Infrastructure. https://doi.org/10.1007/978-981-13-1966-2_16.
Sheng, J., and L. Ji. 2016. “Damping properties and micro-morphology of textile waste rubber powder-AO 2246 composites.” J. Compos. Mater. 50 (7): 963–970. https://doi.org/10.1177/0021998315585331.
Shi, X. Y., W. N. Bi, and S. G. Zhao. 2012. “DMA analysis of the damping of ethylene–vinyl acetate/acrylonitrile butadiene rubber blends.” J. Appl. Polym. Sci. 124 (3): 2234–2239. https://doi.org/10.1002/app.35301.
Song, M., X. Y. Zhao, T. W. Chan, L. Q. Zhang, and S. Z. Wu. 2015. “Microstructure and dynamic properties analyses of hindered phenol AO-80/nitrile-butadiene rubber/poly (vinyl chloride): A molecular simulation and experimental study.” Macromol. Theor. Simul. 24 (1): 41–51. https://doi.org/10.1002/mats.201400054.
Soong, T. T., and B. F. Spencer. 2002. “Supplemental energy dissipation: State-of-the-art and state-of-the-practice.” Eng. Struct. 24 (3): 243–259. https://doi.org/10.1016/S0141-0296(01)00092-X.
Tarasov, V. E. 2017. “Fractional mechanics of elastic solids: Continuum aspects.” J. Eng. Mech. 143 (5): D4016001. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001074.
Van, C. T., W. Dierickx, R. Verschoore, H. Ramon, and B. Sonck. 2006. “Effect of pre-load, vibration frequency, temperature and specific gravity of potato tissue on visco-elastic vibration damping and complex modulus properties.” Biosyst. Eng. 94 (3): 415–427. https://doi.org/10.1016/j.biosystemseng.2006.04.004.
Violaine, T., N. Quang Tam, and F. Christophe. 2015. “Experimental study on high damping rubber under combined action of compression and shear.” J. Eng. Mater. 137 (1): 011007. https://doi.org/10.1115/1.4028891.
Wu, C., and S. Akiyama. 2002. “Effects of crystallization on dynamic properties of an organic hybrid consisting of chlorinated polyethylene and hindered phenol.” Polym. J. 34 (11): 847–851. https://doi.org/10.1295/polymj.34.847.
Wu, C., Y. Otani, N. Namiki, H. Emi, K. H. Nitta, and S. Kubota. 2001. “Dynamic properties of an organic hybrid of chlorinated polyethylene and hindered phenol compound.” J. Appl. Polym. Sci. 82 (7): 1788–1793. https://doi.org/10.1002/app.2021.
Xiang, P., X. Y. Zhao, D. L. Xiao, Y. L. Lu, and L. Q. Zhang. 2008. “The structure and dynamic properties of nitrile–butadiene rubber/poly (vinyl chloride)/hindered phenol crosslinked composites.” J. Appl. Polym. Sci. 109 (1): 106–114. https://doi.org/10.1002/app.27337.
Xu, C., Z. D. Xu, T. Ge, and Y. X. Liao. 2016a. “Modeling and experimentation of a viscoelastic microvibration damper based on a chain network model.” J. Mech. Mater. Struct. 11 (4): 413–432. https://doi.org/10.2140/jomms.2016.11.413.
Xu, C., Z. D. Xu, X. H. Huang, Y. S. Xu, and T. Ge. 2018. “Modeling and analysis of a viscoelastic micro-vibration isolation and mitigation platform for spacecraft.” J. Vib. Control 24 (18): 4337–4352. https://doi.org/10.1177/1077546317724321.
Xu, Z. D., T. Ge, and A. Miao. 2019. “Experimental and theoretical study on a novel multi-dimensional vibration isolation and mitigation device for large-scale pipeline structure.” Mech. Syst. Sig. Process. 129 (Aug): 546–567. https://doi.org/10.1016/j.ymssp.2019.04.054.
Xu, Z. D., Y. X. Liao, T. Ge, and C. Xu. 2016b. “Experimental and theoretical study of viscoelastic dampers with different matrix rubbers.” J. Eng. Mech. 142 (8): 04016051. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001101.
Xu, Z. D., Y. P. Shen, and H. T. Zhao. 2003. “A synthetic optimization analysis method on structures with viscoelastic dampers.” Soil Dyn. Earthquake Eng. 23 (8): 683–689. https://doi.org/10.1016/j.soildyn.2003.07.003.
Xu, Z. D., C. Xu, and J. Hu. 2015. “Equivalent fractional Kelvin model and experimental study on viscoelastic damper.” J. Vib. Control 21 (13): 2536–2552. https://doi.org/10.1177/1077546313513604.
Xu, Z. D., F. H. Xu, and X. Chen. 2016c. “Vibration suppression on a platform by using vibration isolation and mitigation devices.” Nonlinear Dyn. 83 (3): 1341–1353. https://doi.org/10.1007/s11071-015-2407-4.
Xu, Z.-D., T. Ge, and J. Liu. 2020. “Experimental and theoretical study of high-energy dissipation-viscoelastic dampers based on acrylate-rubber matrix.” J. Eng. Mech. 146 (6): 04020057. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001802.
Xue, C., H. Gao, and G. Hu. 2020. “Viscoelastic and fatigue properties of graphene and carbon black hybrid structure filled natural rubber composites under alternating loading.” Constr. Build. Mater. 265 (Aug): 120299. https://doi.org/10.1016/j.conbuildmat.2020.120299.
Ye, K., L. Li, and J. X. Tang. 2003. “Stochastic seismic response of structures with added viscoelastic dampers modeled by fractional derivative.” Earthquake Eng. Eng. Vib. 2 (1): 133–139. https://doi.org/10.1007/BF02857545.
Zhang, J., L. Wang, and Y. Zhao. 2012. “Fabrication of novel hindered phenol/phenol resin/nitrile butadiene rubber hybrids and their long-period damping properties.” Polym. Compos. 33 (12): 2125–2133. https://doi.org/10.1002/pc.22352.
Information & Authors
Information
Published In
Copyright
© 2021 American Society of Civil Engineers.
History
Received: Apr 1, 2021
Accepted: Jul 28, 2021
Published online: Oct 22, 2021
Published in print: Jan 1, 2022
Discussion open until: Mar 22, 2022
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.
Cited by
- Xiaojiang Liu, Bin Sun, Zhao-Dong Xu, Xuanya Liu, Dajun Xu, A Data-Driven Danger Zone Estimation Method Based on Bayesian Inference for Utility Tunnel Fires and Experimental Verification, Journal of Performance of Constructed Facilities, 10.1061/JPCFEV.CFENG-4280, 37, 1, (2023).
- Zhong-Wei Hu, Bo-Rui Xu, Teng Ge, Zheng-Han Chen, Xing-Huai Huang, Jinkoo Kim, Experimental and Theoretical Study on Nonlinear Behavior of Compression-Mode Viscoelastic Dampers under Different Excitations and Temperatures, Journal of Engineering Mechanics, 10.1061/JENMDT.EMENG-6940, 149, 9, (2023).
- Zhongwen Zhang, Li-Wei Chen, Zhao-Dong Xu, Snap-through behavior of bistable beam with variable sections: mechanical model and experimental study, Smart Materials and Structures, 10.1088/1361-665X/ac8847, 31, 10, (105004), (2022).
- Zhen-Hua He, Zhao-Dong Xu, Jian-Yang Xue, Xing-Jian Jing, Yao-Rong Dong, Qiang-Qiang Li, Experimental and theorical investigation on energy dissipation capacity of the viscoelastic limb-like-structure devices, Mechanics of Advanced Materials and Structures, 10.1080/15376494.2022.2051100, (1-14), (2022).
- Teng Ge, Zhao-Dong Xu, Fuh-Gwo Yuan, Development of Viscoelastic Damper Based on NBR and Organic Small-Molecule Composites, Journal of Materials in Civil Engineering, 10.1061/(ASCE)MT.1943-5533.0004339, 34, 8, (2022).