Technical Papers
Oct 1, 2012

Experimental Investigation of Mechanical Properties of Nitinol, Structural Steel, and Their Hybrid Component

Publication: Journal of Materials in Civil Engineering
Volume 25, Issue 10

Abstract

Usage of special materials with unique properties in seismic resistant structures has increased to overcome their limited energy dissipation and ductility as a result of the 1994 Northridge earthquake. Among them, shape memory alloy (SMA) is a unique metallic alloy that has the ability to undergo large deformation while reverting back to its original undeformed shape; but because any new technology has its pros and cons together, using SMA in structures is not all benefit. In this paper, advantages and disadvantages of using shape memory alloys in structures are studied according to experimental results. Monotonic and cyclic static loading tests on Nitinol and steel bars are conducted to obtain their mechanical properties in tension and compression. Also, a comparative low-cycle fatigue test is conducted using steel and Nitinol samples. Considering the results, a simple and practical solution is developed to overcome some of the deficiencies of these two materials in seismic resisting structures.

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Acknowledgments

Financial support by the Iranian National Science Foundation (INSF) Grant No. INSF-8900070 is gratefully acknowledged.

References

ASTM. (2007). “Standard test method for tension testing of nickel-titanium superelastic materials.” F2516-07, West Conshohocken, PA.
ASTM. (2009a). “Standard test methods for tension testing of metallic materials.” E8/E8M-09, West Conshohocken, PA.
ASTM. (2009b). “Standard test methods of compression testing of metallic materials at room temperature.” E9/E9M-09, West Conshohocken, PA.
Auricchio, F., Fugazzam, D., and DesRochesm, R. (2006). “Earthquake performance of steel frames with nitinol braces.” J. Earthquake Eng., 10(1), 45–66.
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), 945–968.
Fugazza, D. (2005). “Use of shape-memory alloy devices in earthquake engineering: Mechanical properties, advanced constitutive modeling and structural applications.” Ph.D. thesis, European School for Advanced Studies in Reduction of Seismic Risk. Pavia, Italy.
Jalaeefar, A. (2012). “Experimental and analytical study of SMA based hybrid dampers for special braced frames.” Ph.D. thesis, K. N. Toosi Univ. of Technology, Tehran, Iran.
Yang, W., DesRoches, R., and Leon, R. T. (2009). “Design and analysis of braced frames with shape memory alloy and energy-absorbing hybrid devices.” Eng. Struct., 32, 498–507.

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Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 25Issue 10October 2013
Pages: 1498 - 1505

History

Received: May 8, 2012
Accepted: Sep 27, 2012
Published online: Oct 1, 2012
Discussion open until: Mar 1, 2013
Published in print: Oct 1, 2013

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Authors

Affiliations

A. Jalaeefar [email protected]
Ph.D. Student of Structural Engineering, Civil Engineering Faculty, K. N. Toosi Univ. of Technology, 15875-4416 Tehran, Iran (corresponding author). E-mail: [email protected]
B. Asgarian
Associated Professor of Civil Engineering Faculty, K. N. Toosi Univ. of Technology, 15875-4416 Tehran, Iran.

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