TECHNICAL PAPERS
Feb 1, 2008

Sensitivity of Seismic Applications to Different Shape Memory Alloy Models

Publication: Journal of Engineering Mechanics
Volume 134, Issue 2

Abstract

Shape memory alloys (SMAs) are known for their superelastic properties, which have been exploited in numerous applications in the biomedical, aerospace, and commercial fields. More recently, these materials have been evaluated for applications in the area of earthquake engineering. One key question that arises when using these materials is the appropriate constitutive material model to use to capture the highly nonlinear behavior of SMAs. This paper explores the effect of using different SMA constitutive models on the resulting response of systems using SMAs. A sensitivity analysis is conducted by using three SMA models with various levels of complexity. The models are implemented in a single-degree-of-freedom system and subjected to three groups of earthquake records with various characteristics. Considering a more accurate trend in modeling incomplete cycles in SMAs has little impact on the structural response. The strength degradation and residual deformation seem to be of more importance than the sublooping behavior. The response is more sensitive to the cyclic effects in the case of records with long durations or large intensities.

Get full access to this article

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

References

Andrawes, B., and DesRoches, R. (2005). “Unseating prevention for multiple frame bridges using superelastic devices.” Smart Mater. Struct., 14(3), S60–S67.
Bo, Z., and Lagoudas, D. C. (1995). “A thermodynamic constitutive model for cyclic loading of shape memory alloy materials with application to two way training.” Proc., Int. Society of Optical Engineering (SPIE), 2441, 118–130.
Chopra, A. K. (1995). Dynamics of structures: Theory and applications to earthquake engineering, Prentice-Hall.
Corbi, O. (2003). “Shape memory alloys and their application in structural oscillations attenuation.” Sim. Model. Prac. Theory, 11(5–6), 387–402.
DesRoches, R., Delemont, M. (2002). “Seismic retrofit of simply supported bridges using shape memory alloys.” Eng. Struct., 24, 325–332.
Dolce, M., Cardone, D. (2001). “Mechanical behavior of shape memory alloys for seismic applications. 2: Austenite NiTi wires subjected to tension.” Int. J. Mech. Sci., 43, 2657–2677.
Friend, C., and Morgan, N. (1999). “Fatigue/cyclic stability of shape-memory alloys.” SMST 99: Proc., 1st European Conf. on Shape Memory and Superelasticity, 115–128.
Gall, K., and Sehitoglu, H. (1999). “The role of texture in tension-compression asymmetry in polycrystalline NiTi.” Int. J. Plast., 15(1), 69–92.
Krumme, R., Hayes, J., and Sweeney, S. (1995). “Structural damping with shape-memory alloys: One class of devices.” Proc. Int. Society of Optical Engineering (SPIE), 2445, 225–400.
Lexcellent, C., and Bourbon, G. (1996). “Thermodynamical model of cyclic behavior of Ti-Ni and Cu-Zn-Al shape memory alloys under isothermal undulated tensile tests.” Mech. Mater., 24(1), 59–73.
McCormick, J., Barbero, L., and DesRoches, R. (2005). “Effect of mechanical training on the properties of superelastic shape memory alloys for seismic applications.” Proc., Int. Society Optical Engineering (SPIE), 5764, 430–439.
Saadat, S., Noori, M., Davoodi, H., Hou, Z., Suzuki, Y., and Masuda, A. (2001). “Using NiTi SMA tendons for vibration control of coastal structures.” Smart Mater. Struct., 10(4), 695–704.
Saiidi, M. (1982). “Hysteresis models for reinforced concrete.” J. Struct. Div., 108(5), 1077–1087.
Sakai, Y., Kitagawa, Y., Fukuta, T., and Iiba, M. (2003). “Experimental study on enhancement of self-restoration of concrete beams using SMA wire.” Proc., Int. Society Optical Engineering (SPIE), 5057, 178–186.
Tanaka, K. (1986). “A thermomechanical sketch of shape memory effect: One-dimensional tensile behavior.” Res. Mech., 18(3), 251–263.
Tanaka, K., and Iwasaki, R. (1985) “A phenomenological theory of transformation superelasticity.” Eng. Fract. Mech., 21(4), 709–720.
Tanaka, K., Nishimura, F., Hayashi, T., Tobushi, H., and Lexcellent, C. (1995). “Phenomenological analysis on subloops and cyclic behavior in shape memory alloys under mechanical and/or thermal loads.” Mech. Mater., 19(4), 281–292.
Thomson, P., Balas, G. J., and Leo, P. H. (1995). “The use of shape memory alloys for passive structural damping.” Smart Mater. Struct., 4, 36–42.
Yan, X. J., and Nie, J. X. (2003). “Study of a new application form of shape memory alloy superelasticity.” Smart Mater. Struct., 12(6), N14–N23.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 134Issue 2February 2008
Pages: 173 - 183

History

Received: Jan 19, 2006
Accepted: Jun 1, 2007
Published online: Feb 1, 2008
Published in print: Feb 2008

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Lambros S. Katafygiotis

Authors

Affiliations

Bassem Andrawes, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801 (corresponding author). E-mail: [email protected]
Reginald DesRoches, A.M.ASCE [email protected].
Associate Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332. E-mail: [email protected].

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