Experimental and Theoretical Study of Viscoelastic Dampers with Different Matrix Rubbers
Publication: Journal of Engineering Mechanics
Volume 142, Issue 8
Abstract
Viscoelastic (VE) dampers are one of the most popular structural control devices, and serious efforts have been undertaken to develop their availability in civil engineering. However, the performance of VE dampers is dependent on the energy dissipation properties of VE materials. In this study, several kinds of VE materials based on different matrix rubbers were developed, and tests on VE dampers based on nitrile butadiene rubber (NBR) matrix and silicone rubber (SR) matrix were carried out. The results indicate that NBR matrix VE dampers have a high energy dissipation capacity, whereas SR matrix VE dampers have stable performance under different working conditions. To clarify the mechanical properties of VE dampers based on NBR and SR matrices, the equivalent higher-order fractional derivative model, which takes into account the effects of temperature and frequency simultaneously, is proposed. The numerical results using this model are in accord with experimental results.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
Financial support for this research is provided by National Natural Science Foundation of China (11572088), the Key Research and Development Plan of Jiangsu Province (BE2015158), Project of 973, the Science and Technological Innovation Leading Young Talents Program of the Ministry of Science and Technology, and the Fundamental Research Funds for the Central Universities of China (3205005717). This support is gratefully acknowledged.
References
Chang, K. C., Lin, Y. Y., and Lai, M. L. (1998). “Seismic analysis and design of structures with viscoelastic dampers.” ISET J. Earthquake Technol., 35(4), 143–166.
Chang, K. C., Soong, T. T., Oh, S. T., and Lai, M. L. (1995). “Seismic behavior of steel frame with added viscoelastic dampers.” J. Struct. Eng., 1418–1426.
Gluck, N., Reinhorn, A. M., Gluck, J., and Levy, R. (1996). “Design of supplemental dampers for control of structures.”J. Struct. Eng., 1394–1399.
Kasai, K., et al. (2008). “Value-added 5-story steel frame and its components: Part 1–Full-scale damper tests and analyses.” Proc., 14th World Conf. on Earthquake Engineering, China Seismological Press, Beijing, China.
Kishi, H., Kuwata, M., Matsuda, S., Asami, T., and Murakami, A. (2004). “Damping properties of thermoplastic-elastomer interleaved carbon fiber-reinforced epoxy composites.” Compos. Sci. Technol., 64(16), 2517–2523.
Lewandowski, R., and Chorazyczewski, B. (2010). “Identification of the parameters of the Kelvin-Voigt and the Maxwell fractional models, used to modeling of viscoelastic dampers.” Comput. Struct., 88(1), 1–17.
Matsagar, V. A., and Jangid, R. S. (2005). “Viscoelastic damper connected to adjacent structures involving seismic isolation.” J. Civ. Eng. Manage., 11(4), 309–322.
Mazza, F., and Vulcano, A. (2011). “Control of the earthquake and wind dynamic response of steel-framed buildings by using additional braces or viscoelastic dampers.”Earthquake Eng. Struct. Dyn., 40(2), 155–174.
Min, K., Kim, J., and Lee, S. (2004). “Vibration tests of 5-storey steel frame with viscoelastic dampers.” Eng. Struct., 26(6), 831–839.
Park, J. H., Kim, J., and Min, K. W. (2004). “Optimal design of added viscoelastic dampers and supporting braces.” Earthquake Eng. Struct. Dyn., 33(4), 465–484.
Patri, M., Reddy, C. V., and Narasimhan, C. (2007). “Sequential interpenetrating polymer network based on styrene butadiene rubber and polyalkylmethacrylates.” J. Appl. Polym. Sci., 103(2), 1120–1126.
Payne, A. R. (2003). “The dynamic properties of carbon black-loaded natural rubber vulcanizates. Part I.” J. Appl. Polym. Sci., 7(3), 873–885.
Rashid, A., and Nicolescu, C. M. (2008). “Design and implementation of tuned viscoelastic dampers for vibration control in milling.” Int. J. Mach. Tools Manuf., 48(9), 1036–1053.
Rezaei, F., Yunus, R., and Ibrahim, N. A. (2009). “Effect of fiber length on thermomechanical properties of short carbon fiber reinforced polypropylene composites.” Mater. Des., 30(2), 260–263.
Saidi, I., Gad, E. F., and Wilson, J. L. (2011). “Development of passive viscoelastic damper to attenuate excessive floor vibrations.” Eng. Struct., 33(12), 3317–3328.
Samali, B., and Kwok, K. C. S. (1995). “Use of viscoelastic dampers in reducing wind- and earthquake-induced motion of building structures.” Eng. Struct., 17(9), 639–654.
Soong, T. T., and Spencer, B. F. (2002). “Supplemental energy dissipation: State-of-the-art and state-of-the-practice.” Eng. Struct., 24(3), 243–259.
Tsai, C. S. (1994). “Temperature effect of viscoelastic dampers during earthquakes.” J. Struct. Eng., 394–409.
Tsai, C. S., and Lee, H. H. (1993). “Applications of viscoelastic dampers to high-rise buildings.” J. Struct. Eng., 1222–1233.
Xu, Z. D. (2000). “Experimental study on the (Lead) Viscoelastic structure.” Ph.D. dissertation, Xi’an Architecture and Technology Univ., Xi’an, China (in Chinese).
Xu, Z. D. (2007). “Earthquake mitigation study on viscoelastic dampers for reinforced concrete structures.” J. Vib. Control, 13(1), 29–43.
Xu, Z. D. (2011). “Model, tests and application design for viscoelastic dampers.” J. Vib. Control, 17(9), 1359–1370.
Xu, Z. D., Zhao, H. T., and Li, A. Q. (2004). “Optimal analysis and experimental study on structures with viscoelastic dampers.” J. Sound Vib., 273(3), 607–618.
Information & Authors
Information
Published In
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Aug 7, 2015
Accepted: Feb 4, 2016
Published online: Apr 4, 2016
Published in print: Aug 1, 2016
Discussion open until: Sep 4, 2016
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.