Shape Memory Technology, Part 1

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Title: Shape Memory Technology, Part 1

Author(s): Bassem Andrawes

Publication: Concrete International

Volume: 43

Issue: 12

Appears on pages(s): 35-39

Keywords: alloy, heat, load, application

DOI: 10.14359/51734360

Date: 12/1/2021

Abstract:
Shape memory alloys (SMAs) are a class of materials that can restore their original shapes after experiencing extreme deformation beyond their elastic ranges. The interest in studying the potential of using SMAs in construction has been growing for the last 20 years. This is the first of two articles on SMAs that introduces these materials and their properties as well as their potential in structural applications.

Related References:

1. Andreasen, G.F., and Hilleman, T.B., “An Evaluation of 55 Cobalt Substituted Nitinol Wire for Use in Orthodontics,” Journal of the American Dental Association, V. 82, No. 6, June 1971, pp. 1373-1375.

2. Wayman, C.M., “Some Applications of Shape-Memory Alloys,” Journal of Metals, V. 32, No. 6, June 1980, pp. 129-137.

3. Singh, A.; Singh, J.R.; and Verma, P.K., “Automotive Application of Shape Memory Alloys,” 15th International Conference on Recent Trends in Engineering, Applied Science and Management, Rajasthan, India, Apr. 2018.

4. Sellitto, A., and Riccio, A., “Overview and Future Advanced Engineering Applications for Morphing Surfaces by Shape Memory Alloy Materials,” Materials, V. 12, No. 5, Feb. 2019, pp. 708-726.

5. Maji, A.K., and Negret, I., “Smart Prestressing with Shape-Memory Alloy,” ASCE Journal of Engineering Mechanics, V. 124, No. 10, Oct. 1998.

6. Dolce, M.; Cardone, D.; Marnetto, R.; Mucciarelli, M.; Nigro, D.; and Santarsiero, G., “Experimental Static and Dynamic Response of a Real R/C Frame Upgraded with SMA Re-Centering and Dissipating Braces,” Paper No. 2878, 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada, Aug. 1-6, 2004.

7. Andrawes, B., and Desroches, R., “Unseating Prevention for Multiple Frame Bridges Using Superelastic Devices,” Smart Materials and Structures, V. 14, No. 3, May 2005, pp. S60-S67.

8. Alam, M.S.; Youssef, M.A.; and Nehdi, M., “Utilizing Shape Memory Alloys to Enhance the Performance and Safety of the Civil Infrastructure: A Review,” Canadian Journal of Civil Engineering, V. 34, No. 9, Sept. 2007, pp. 1075-1086.

9. Johnson, R.; Padgett, J.E.; Maragakis, M.E.; DesRoches, R.; and Saiidi, M.S., “Large Scale Testing of Nitinol Shape Memory Alloy Devices for Retrofitting of Bridges,” Smart Materials and Structures, V. 17, No. 3, June 2008, pp. 18-28.

10. Rojob, H., and El-Hacha, R., “Ductility Behavior of RC Beams Strengthened in Flexure with NSM Iron-Based Shape Memory Alloy Bars,” Third Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures, Antalya, Turkey, Sept. 2015.

11. Shahverdi, M.; Czaderski, C.; Annen, P.; and Motavalli, M., “Strengthening of RC Beams by Iron-Based Shape Memory Alloy Bars Embedded in a Shotcrete Layer,” Engineering Structures, V. 117, June 2016, pp. 263-273.

12. Ozbulut, O.E.; Daghash, S.; and Sherif, M.M., “Shape Memory Alloy Cables for Structural Applications,” ASCE Journal of Materials in Civil Engineering, V. 28, No. 4, Apr. 2016.

13. Jung, D.; Wilcoski, J.; and Andrawes, B., “Bidirectional Shake Table Testing of RC Columns Retrofitted and Repaired with Shape Memory Alloy Spirals,” Engineering Structures, V. 160, Apr. 2018, pp. 171-185.

14. Chang, W.-S., and Araki, Y., “Use of Shape-Memory Alloys in Construction: A Critical Review,” ICE Proceedings, Civil Engineering, V. 169, No. CE2, 2016, pp. 87-95.

15. Schranz, B.; Michels, J.; Shahverdi, M.; and Czaderski, C., “Strengthening of Concrete Structures with Iron-Based Shape Memory Alloy Elements: Case Studies,” Proceedings of SMAR 2019—Fifth Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures, Potsdam, Germany, Aug. 2019.

16. Baker, T.; Saiidi, M.S.; Nakashoji, B.; Binge, J.; Moore, T.; and Khaleghi, B., “Precast Concrete Spliced-Girder Bridge in Washington State Using Superelastic Materials in Bridge Columns to Improve Seismic Resiliency: From Research to Practice,” PCI Journal, Jan.-Feb. 2018, pp. 57-71.

17. Shape Memory Materials, K. Otsuka and C.M. Wayman, eds., Cambridge University Press, Cambridge, UK, 1998, 284 pp.

18. Shape Memory Alloys: Modeling and Engineering Applications, D.C. Lagoudas, ed., Springer, New York, NY, 2008, 456 pp.

19. Dommer, K., and Andrawes, B., “Thermomechanical Characterization of NiTiNb Shape Memory Alloy for Concrete Active Confinement Applications,” ASCE Journal of Materials in Civil Engineering, V. 24, No. 10, Oct. 2012.

20. Saiidi, M.S.; Sadrossadat-Zadeh, M.; Ayoub, C.; and Itani, A., “A Pilot Study of Behavior of Concrete Beams Reinforced with Shape Memory Alloys,” ASCE Journal of Materials in Civil Engineering, V. 19, No. 6, June 2007.

21. “Shape Memory Alloys Market Size, Share & Trends Analysis Report By Product, By End Use (Biomedical, Aerospace & Defense, Automotive, Consumer Electronics & Household), By Region, And Segment Forecasts, 2019-2025,” Report ID: GVR-3-68038-963-0, Grand View Research, San Francisco, CA, 2019, 90 pp.




  

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