TECHNICAL PAPERS
Jul 29, 2010

Overview of Potential and Existing Applications of Shape Memory Alloys in Bridges

Publication: Journal of Bridge Engineering
Volume 16, Issue 2

Abstract

Bridges are the backbones of transportation lines for modern cities. Damage to bridges could disrupt the flow of traffic and be disastrous for the communities they serve, especially when reconstruction and recovery activities are needed, such as after strong earthquakes and hurricanes. Recent earthquake and hurricane damage has exposed the vulnerability of existing bridges under strong ground motions and unexpected wave loads. In recent decades, several kinds of smart materials have been investigated to improve the performance of bridge structures during extreme events such as earthquakes and strong winds. Among these materials, shape memory alloys (SMAs) have exhibited great potential in enhancing the performance of bridge structures because of their unique properties, such as the shape memory effect and superelasticity effect. This paper, for the first time, systematically reviews and summarizes the applications of SMAs in bridge structures. The unique properties of SMAs are presented first, and several simplified one-dimensional constitutive material models of superelastic SMAs are introduced. Finally, applications of SMAs in five areas of bridge engineering are discussed.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This work is partially supported by Louisiana State University, under an Economic Development Assistantship for the first writer and NSF Grant NSFCMMI-0927824 for the second writer. This support is greatly appreciated. The contents of this paper reflect only the views of the writers.

References

Adachi, Y., and Unjoh, S. (1999). “Development of shape memory alloy damper for intelligent bridge systems.” Proc. SPIE Int. Soc. Opt. Eng., 3671, 31–42.
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.
Andrawes, B., and DesRoches, R. (2005). “Unseating prevention for multiple frame bridges using superelastic devices.” Smart Mater. Struct., 14(3), S60–S67.
Andrawes, B., and DesRoches, R. (2007). “Comparison between shape memory alloy seismic restrainers and other bridge retrofit devices.” J. Bridge Eng., 12(6), 700–709.
Andrawes, B., and Shin, M. (2008). “Seismic retrofitting of bridge columns using shape memory alloys.” Proc. SPIE Int. Soc. Opt. Eng., 6928, 1–9.
ANSYS 10.0 [Computer software]. Canonsburg, PA, Ansys.
Auricchio, F., Taylor, R. L., and Jacob, L. (1997). “Shape-memory alloys: Macromodelling and numerical simulations of the superelastic behavior.” Comput. Methods Appl. Mech. Eng., 146(3), 281–312.
Bondonet, G., and Filiatrault, A. (1996). “Shape memory alloy for the seismic isolation of bridges.” Proc., 11th World Conf. on Earthquake Eng., Elsevier, New York, 1443–1452.
Buehler, W., and Wiley, R. (1961). “The properties of TiNi and associated phases.” Rep. NOLTR 61-75 [AD 266607], U.S. Naval Ordnance Laboratory, White Oak, MD.
Cai, C. S., Wu, W. J., and Araujo, M. (2007). “Cable vibration control with a TMD-MR damper system: Experimental exploration.” J. Struct. Eng., 133(5), 629–637.
Cai, C. S., Wu, W. J., and Shi, X. M. (2006). “Cable vibration reduction with a hung-on TMD system. I: Theoretical study.” J. Vib. Control, 12(7), 801–814.
Casciati, F., Faravelli, L., and Fuggini, C. (2008). “Cable vibration mitigation by added SMA wires.” Acta Mech., 195(1), 141–155.
Chen, H., Li, Z., and Liu, D. (2006). “Bridge isolation based on SMA-composite rubber bearing.” J. Tianjin Univ. Tech., 39(Z1), 198–202 (in Chinese).
Choi, E., Nam, T. H., and Cho, B. S. (2005). “A new concept of isolation bearings for highway steel bridges using shape memory alloys.” Can. J. Civ. Eng., 32(5), 957–967.
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, 1081–1084.
DesRoches, R., and Delemont, M. (2002). “Seismic retrofit of simply supported bridges using shape memory alloys.” Eng. Struct., 24(3), 325–332.
DesRoches, R., and Fenves, G. L. (2000). “Design of seismic cable hinge restrainers for bridges.” J. Struct. Eng., 126(4), 500–509.
DesRoches, R., and Smith, B. (2004). “Shape memory alloys in seismic resistant design and retrofit: A critical review of their potential and limitations.” J. Earthquake Eng., 8(3), 415–429.
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), 945–958.
Dolce, M., Cardone, D., and Palermo, G. (2007). “Seismic isolation of bridges using isolation systems based on flat sliding bearings.” Bull. Earthquake Eng., 5(4), 491–509.
Dong, J. H., Xue, S. D., and Zhou, Q. (2002). “Application research of shape memory alloy in structural vibration control.” World Earthquake Eng., 18(3), 123–129 (in Chinese).
Duerig, T. W., Melton, K. N., Stockel, D., and Wayman, C. M. (1990). Engineering aspects of shape memory alloys, Butterworth-Heinemann, London.
Falk, F. (1983). “One-dimensional model of shape memory alloys.” Arch. Mech., 35(1), 63–84.
Flamand, O. (1995). “Rain-wind induced vibration of cables.” J. Wind Eng. Ind. Aerodyn., 57(2), 353–362.
Gillies, A. G., et al. (2001). “The August 17, 1999, Kocaeli (Turkey) earthquake—lifelines and preparedness.” Can. J. Civ. Eng., 28(6), 881–890.
Hikami, Y., and Shirashi, N. (1987). “Rain-wind induced vibrations of cables in cable-stayed bridges.” J. Wind Eng. Ind. Aerodyn., 29(2), 409–418 (in Japanese).
Jackson, C., Wagner, H., and Wasilewski, R. (1972). “55-Nitinol—the alloy with a memory: Its physical metallurgy, properties, and applications.” Rep. NASA-SP 5110, National Aeronautics and Space Administration, Washington, DC.
Janke, L., Czaderski, C., Motavalli, M., and Ruth, J. (2005). “Applications of shape memory alloys in civil engineering structures—Overview, limits and new ideas.” Mater. Struct., 38(279), 578–592.
Janke, L., Czaderski, C., Ruth, J., and Motavalli, M. (2009). “Experiments on the residual load-bearing capacity of prestressed confined concrete columns.” Eng. Struct., 31(10), 2247–2256.
Johnson, E. A., Baker, G. A., Spencer, B. F., and Fujino, Y. (1999). “Mitigating stay cable oscillation using semiactive damping.” Proc. SPIE Int. Soc. Opt. Eng., 3988, 207–216.
Johnson, E. A., Christenson, R. E., and Spencer, B. F. (2003). “Semiactive damping of cables with sag.” Comp.-Aided Civ. Infrastruct. Eng., 18(2), 132–146.
Johnson, R., Padgett, J. E., Maragakis, M. E., DesRoches, R., and Saiidi, M. S. (2008). “Large scale testing of nitinol shape memory alloy devices for retrofitting of bridges.” Smart Mater. Struct., 17(3), 035018–035028.
Kamita, T., and Matsuzaki, Y. (1998). “One-dimensional pseudoelastic theory of shape memory alloys.” Smart Mater. Struct., 7(4), 489–495.
Krenk, S. (2000). “Vibrations of a taut cable with an external damper.” J. Appl. Mech., 67(4), 772–776.
Langsoe, H. E., and Larsen, O. D. (1987). “Generating mechanisms for cable stay oscillations at the FARO bridges.” Proc., Int. Conf. on Cable-Stayed Bridges, Asian Institute of Technology, Bangkok, Thailand, 1023–1033.
Li, L., Li, Q., and Zhang, F. (2007a). “Behavior of smart concrete beams with embedded shape memory alloy bundles.” J. Intell. Mater. Syst. Struct., 18(10), 1003–1014.
Li, H., Liu, M., Li, J., Guan, X., and Ou, J. (2007b). “Vibration control of stay cables of Shandong Binzhou Yellow River Highway Bridge by using magnetorheological fluid dampers.” J. Bridge Eng., 12(4), 401–409.
Li, H., Liu, M., and Ou, J. P. (2004). “Vibration mitigation of a stay cable with one shape memory alloy damper.” Struct. Control Health Monit., 28(9), 1–36.
Li, Z. Q., Xu, Y. L., and Zhou, L. M. (2006). “Adjustable fluid damper with SMA actuators.” Smart Mater. Struct., 15(5), 1483–1492.
Liang, C., and Rogers, C. A. (1990). “One-dimensional thermomechanical constitutive relations for shape memory materials.” J. Intell. Mater. Syst. Struct., 1(2), 207–234.
Liang, C., and Rogers, C. A. (1992). “The multidimensional constitutive relations of shape memory alloys.” J. Eng. Math., 26(3), 429–443.
Liu, M., Li, H., Song, G., and Ou, J. (2007). “Investigation of vibration mitigation of stay cables incorporated with superelastic shape memory alloy dampers.” Smart Mater. Struct., 16(6), 2202–2213.
Main, J. A., and Jones, N. P. (2001). “Evaluation of viscous dampers for stay-cable vibration mitigation.” J. Bridge Eng., 6(6), 385–397.
Matsumoto, M., Shirashi, N., and Shirato, H. (1992). “Rain-wind induced vibration of cables of cable-stayed bridges.” J. Wind Eng. Ind. Aerodyn., 43(1–3), 2011–2022.
Okeil, A. M., and Cai, C. S. (2008). “Survey of short- and medium-span bridge damage induced by Hurricane Katrina.” J. Bridge Eng., 13(4), 377–387.
Ölander, A. (1932). “An electrochemical investigation of solid cadmium-gold alloys.” J. Am. Chem. Soc., 54(10), 3819–3833.
Padgett, J. E., DesRoches, R., and Ehlinger, R. (2009). “Experimental response modification of a four-span bridge retrofit with shape memory alloys.” Struct. Control Health Monit., .
Phelan, R. S., Sarkar, P. P., and Mehta, K. C. (2006). “Full-scale measurements to investigate rain-wind induced cable-stay vibration and its mitigation.” J. Bridge Eng., 11(3), 293–304.
Saadat, S., et al. (2002). “An overview of vibration and seismic applications of NiTi shape memory alloy.” Smart Mater. Struct., 11(2), 218–229.
Saiidi, M., Maragakis, E., and Feng, S. (1996). “Parameters in bridge restrainer design for seismic retrofit.” J. Struct. Eng., 122(1), 61–68.
Schiff, A., ed. (1995). “Northridge earthquake: Lifeline performance and post-earthquake response.” Monograph No. 8, Technical Council on Lifeline Earthquake Engineering, American Society of Civil Engineers, New York.
Sharabash, A. M., and Andrawes, B. O. (2009). “Application of shape memory alloy dampers in the seismic control of cable-stayed bridges.” Eng. Struct., 31(2), 607–616.
Song, G., Ma, N., and Li, H. N. (2006). “Applications of shape memory alloys in civil structures.” Eng. Struct., 28(9), 1266–1274.
Soong, T. T., and Dargush, G. F. (1997). Passive energy dissipation systems in structural engineering, Wiley, New York.
Soroushian, P., Ostowari, K., Nossoni, A., and Chowdhury, H. (2001). “Repair and strengthening of concrete structures through application of corrective posttensioning forces with shape memory alloys.” Transp. Res. Rec., 1770, 20–26.
Sun, Q. P., and Hwang, K. C. (1993). “Micromechanics modeling for the constitutive behavior of polycrystalline shape memory alloys—I. Derivation of general relations.” J. Mech. Phys. Solids, 41(1), 1–17.
Tabatabai, H., and Mehrabi, A. B. (2000). “Design of mechanical viscous dampers for stay cables.” J. Bridge Eng., 5(2), 114–123.
Tanaka, K., and Nagaki, S. (1982). “Thermomechanical description of materials with internal variables in the process of phase transitions.” Ingenieur-Archiv, 51(5), 287–299.
Watson, S. C., and Stafford, D. (1988). “Cables in trouble.” Civ. Eng., 58(4), 38–41.
Wilde, K., Gardoni, P., and Fujino, Y. (2000). “Base isolation system with shape memory alloy device for elevated highway bridges.” Eng. Struct., 22(3), 222–229.
Wilson, J. C., and Wesolowsky, M. B. (2005). “Shape memory alloys for seismic response modification: A state-of-the-art review.” Earthquake Spectra, 21(2), 569–601.
Wu, W. J., and Cai, C. S. (2006a). “Cable vibration reduction with a hung-on TMD System: II. Parametrical study.” J. Vib. Control, 12(8), 881–899.
Wu, W. J., and Cai, C. S. (2006b). “Experimental study of magnetorheological dampers and application to cable vibration control.” J. Vib. Control, 12(1), 67–82.
Xu, Y. L., and Yu, Z. (1998). “Mitigation of three-dimensional vibration of inclined sag cable using discrete oil dampers: II. Application.” J. Sound Vib., 214(4), 675–693.
Xu, Y. L., and Zhou, H. J. (2007). “Damping cable vibration for a cable-stayed bridge using adjustable fluid dampers.” J. Sound Vib., 306(1), 349–360.
Yamaguchi, H., and Fujino, Y. (1998). “Stay cable dynamics and its vibration control.” Proc., Int. Symposium on Advances in Bridge Aerodynamics, A. Larsen, and S. Esdahl, eds., A.A. Balkema, Rotterdam, The Netherlands, 235–253.
Yamaguchi, H., Fujiwara, T., Yamaguchi, K., Matsumoto, Y., and Tsutsumi, K. (2004). “Coupling of cable vibration and its damping effect in long-span cable-stayed bridge: The Tatara Bridge.” J. Struct. Mech. Earthquake Eng., 766, 309–323.
Yoshimura, T., Inoue, A., Kaji, K., and Savage, M. (1989). “A study on the aerodynamic stability of the Aratsu Bridge.” Proc., Canada-Japan Workshop on Bridge Aerodynamics, National Research Council of Canada, Ottawa, 41–50.
Zadeh, M., O’Brien, M., and Saiidi, M. (2007). “A study of concrete bridge columns using innovative materials subjected to cyclic loading.” Final Rep. for Highway IDEA Project 116, 〈http://onlinepubs.trb.org/onlinepubs/archive/studies/idea/finalreports/highway/NCHRP116_Final_Report.pdf〉 (May 2007).

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 16Issue 2March 2011
Pages: 305 - 315

History

Received: Sep 30, 2009
Accepted: Jun 10, 2010
Published online: Jul 29, 2010
Published in print: Mar 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Junhui Dong
Research Assistant, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803.
C. S. Cai, F.ASCE [email protected]
P.E.
Edwin B. and Norma S. McNeil Distinguished Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803 (corresponding author). E-mail: [email protected]
A. M. Okeil, M.ASCE
P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803.

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

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share