A Review Of Utilizing Shape Memory Alloy In Structural Safety
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Abstract
Abstract- The advancement of material technology has paved the way for smart materials to emerge in the civil engineering sector. These smart materials possess the potential to encounter structural deterioration. Therefore, proper attention should be provided to smart materials regarding both research and application. Shape memory alloy (SMA) is a unique smart material that demonstrates growing applicability in numerous sectors. Recently, a lot of emphasis is being given to SMA research with a view to utilizing SMA in civil engineering structures. SMAs have some special properties such as high damping capacity, self-centering mechanism, two-way memory, self-adaptability etc. for which they can be used to make various types of structural control devices. An integrated assessment of the fundamental properties of SMAs, based on the existing data is presented by this paper in a concise and graphical manner. This paper also discusses the possibility of implementing SMAs in a wide range of civil engineering application, therefore motivating the large scale development of smart structures.
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How to Cite
[1]
A. Hasnat, S. T. Ahmed, and H. Ahmed, “A Review Of Utilizing Shape Memory Alloy In Structural Safety”, AJSE, vol. 19, no. 3, pp. 116 - 125, Dec. 2020.
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References
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[34] M. Rahman and A. Hasnat. “Response Surface Methodology based Multi- Objective Optimization of Stock Bridge Damper for Pump Induced Floor Vibration.” International Conference on Computation, Automation and Knowledge Management (Iccakm – 2020)
[35] M. Rahman, and A. Hasnat. “Modified Roof-Top Garden as a Tuned Mass Damper for Vibration Control of Building Structure Under Earthquake Excitation.” Sonargaon University Journal, 2018, Vol 2, Issue 2
[36] M. Ashrafuzzaman, M. Rahman, T. Tafsirojjaman, and A. Hasnat. “Seismic Performance Assessment of Laminated Rubber Bearing on Kadamtaly Flyover.” Sonargaon University Journal, 2016, 1. 90 – 97
[37] K. Wilde, P. Gardoni, Y. Fujino, “Base isolation system with shape memory alloy device for elevated highway bridges” Engineering Structures 2000; 22:222–9
[38] M. Dolce, D. Cardone, R. Marnetto, “SMA re-centering devices for seismic isolation of civil structures” Proceedings of SPIE 2001;4330: 238–49
[39] P. Soroushian, K. Ostowari, A. Nossoni, H. Chowdhury, “Repair and Strengthening of Concrete Structures through Application of Corrective Posttensioning Forces with Shape Memory Alloys” Transportation Research Record, 2001(1770); p.20-26
[40] M. Motavalli, C. Czaderski, A. Bergamini, L. Janke, “Shape memory alloys for civil engineering structures – on the way from vision to reality” Architecture civil engineering environment (ACE), 2009, No. 4/2009
[41] P.C. Hall, “Laser welding nitinol to stainless-steel” 4th International Conference on Shape Memory and Superelastic Technologies, Pacific Grove, (2003), Calif., 4-8 . Edited by A.R. Pelton and T. Duering. SMST Society Inc., Menlo Park, Calif. pp. 219-228
[2] M. Mishra, and A. Ravindra, “A comparison of conventional and ironbased shape memory alloys and their potential in structural applications,” Int. J. Struct. & Civil Engg. Res. 2014, Vol. 3, No. 4, ISSN 2319 – 6009
[3] C. S. Cai, W. Wu, S. Chen, and G. Voyiadjis, “Applications of Smart Materials in Structural Engineering," Louisiana Department of Transportation and Development or the Louisiana Transportation Research Center, LTRC, 2003, Project No. 02-4TIRE, State Project No. 736-99-1055
[4] A. Miller, “Multi-fastener surgical apparatus and method,” 2005, United States Patent No. 6837893
[5] K.H. Norton, Disk drives, 1998, United States Patent No. 5808837
[6] M.S. Jung, 2006. Microactuator and fluid transfer apparatus using the same. United States Patent No. 7128403
[7] L. Janke, C. Czaderski, M. Motavalli, and J. Ruth. “Applications of shape memory alloys in civil engineering structures overview, limits and new idea”, Materials and Structures, 2005, 38:578-592
[8] M. Dolce, and R. Marnetto. “Passive seismic devices based on shape memory alloys.” 12WCEE 2000, I.D. 2386, 2000
[9] I.D. Aiken, D.K. Nims, A.S. Whittaker, and J.M. Kelly. “Testing of Passive Energy Dissipation Systems.” Earthquake Spectra, 1993, 9, No. 3, 1993, 335‐369
[10] T.T. Soong, and G.F. Dargush. “Passive Energy Dissipation Systems in Structural Engineering.”, John Wiley & Sons, Chichester, 1997, 1‐2
[11] S.M.R. Mortazavi, M. Ghassemieh, and S.A. Motahari. “Seismic Control of Steel Structures with Shape Memory Alloys.” International Journal of Automation and Control Engineering, 2013, Volume 2 Issue 1
[12] C.U. Hardwicke, “Recent developments in applying smart structural materials.” JOM, ABI/INFORM Trade & Industry, 2003, 55: 15-16
[13] MS. Alam, MA. Youssef, and M. Nehdi. “Utilizing shape memory alloys to enhance the performance and safety of civil infrastructure: a review.” Canadian Journal of Civil Engineering, 2007, 34(9): 1075-1086
[14] T.W. Duerig, “Engineering aspects of shape memory alloys.” London: Butterworth-Heinemann, 1990.
[15] C. Menna, F. Auricchio, D. Asprone. “Applications of Shape Memory Alloys in Structural Engineering.” Shape Memory Alloy Engineering, 2015, ISBN 978-0-08-099920-3
[16] W. Chang and Y. Araki. “Use of shape-memory alloys in construction: a critical review.” ICE Proceedings Civil Engineering, 2016, 169. 87-95. 10.1680/jcien.15.00010
[17] D.C. Lagoudas, “Introduction to Shape Memory Alloys.” Smart Lab at TAMU, 2002. http://martensite.tamu.edu/overview/overview.html. Dec. 2002
[18] M. Dolce and Cardone D, “Mechanical behavior of shape memory alloys for seismic application 1. Martensite and Austenite NiTi bars subjected to torsion”, International Journal of Mechanical Sciences; 2001, Vol. 43, pp. 2631–56
[19] K H Ip “Energy dissipation in shape memory alloy wire under cyclic bending”, Smart Materials and Structures; (2000), Vol. 9, pp. 653–9
[20] Y. Liu, Xie Z and Humbeeck J V “Cyclic deformation of NiTi shape memory alloys”, Materials Science and Engineering, (1999), pp. A273–275:673–8
[21] L. Orgeas, Liu, Y., and Favier, D. “Experimental study of mechanical hysteresis of NiTi during ferroelastic and superelastic deformation” Journal de physique, (1997). IV, 7: C5-477-C5-482
[22] S. Miyazaki, Imai, T., Igo, Y., and Otsuka, K. “Effect of cyclic deformation on the pseudoelasticity characteristics of Ti-Ni alloys” Metallurgical Transactions, (1986), A, 17: 115-120
[23] I. Muller, and Wilamski, K. “A Model for Phase Transformation in Pseudoelastic Bodies.” I1 Nuova Cimento, (1980), 57B, 1980, pp.238-318
[24] F. Falk, “Model Free Energy, Mechanics, and Thermodynamics of Shape Memory Alloys.” Acta Metallurgica et Materialia, (1980), Vol. 28, 1980, pp.1773-1780
[25] K.H. Hoffman, and Zheng, S.M. “Uniqueness for Nonlinear Coupled Equations Arising from Alloy Mechanism,” Technic Report No.14, Center for Applied Mathematics, Purdue University, 1986
[26] V. Kafka, “Inelastic mesomechanics” World Scientific Publication, Co., Singapore, New Jersey, Hong Kong, 1987. 10
[27] D. Brandon, and R.C. Rogers, “Constitutive Laws for Pseudo-elastic Materials.” Journal of Intelligent Material Systems and Structures, Vol.3, 1992, pp.333-346. 11
[28] E.J. Graesser, and F.A. Cozzarelli, “Extension of a One-dimensional Model for Hysteresis to Three Dimensions: Procedure and Verification, High Temperature Constitutive Modeling: Theory and Experiment,” Ph.D dissertation, State University of New York at Buffalo, New York, (1990)
[29] Y. Ivshin, and T.J. Pence, “A Thermomechanical Model for a One Variant Shape Memory Materials.” Journal of Intelligent Material Systems and Structures, Vol. 5, 1995, pp.455-473
[30] RT. Leon, R. DesRoches, J. Ocel, G. Hess, S. Liu, “Innovative beam column connections using shape memory alloys.” Smart Struct Mater Smart Syst Bridg Struct Highw 2001;4330:227e37 (SPIE, Newport Beach, CA, USA)
[31] J. Ocel, R. DesRoches, RT. Leon, WG. Hess, R. Krumme, JR. Hayes, et al. (2004) “Steel beam-column connections using shape memory alloys” J Struct Eng ASCE 2004;130(5):732-40
[32] MA. Youssef, MS. Alam, M. Nehdi, “Experimental investigation on the seismic behavior of beam-column joints reinforced with superelastic shape memory alloys” J Earthq Eng 2008;12(7):1205-22
[33] MS. Alam, MA. Youssef, M. Nehdi “Analytical prediction of the seismic behaviour of superelastic shape memory alloy reinforced concrete elements” Eng Struct 2008;30(12):3399-411
[34] M. Rahman and A. Hasnat. “Response Surface Methodology based Multi- Objective Optimization of Stock Bridge Damper for Pump Induced Floor Vibration.” International Conference on Computation, Automation and Knowledge Management (Iccakm – 2020)
[35] M. Rahman, and A. Hasnat. “Modified Roof-Top Garden as a Tuned Mass Damper for Vibration Control of Building Structure Under Earthquake Excitation.” Sonargaon University Journal, 2018, Vol 2, Issue 2
[36] M. Ashrafuzzaman, M. Rahman, T. Tafsirojjaman, and A. Hasnat. “Seismic Performance Assessment of Laminated Rubber Bearing on Kadamtaly Flyover.” Sonargaon University Journal, 2016, 1. 90 – 97
[37] K. Wilde, P. Gardoni, Y. Fujino, “Base isolation system with shape memory alloy device for elevated highway bridges” Engineering Structures 2000; 22:222–9
[38] M. Dolce, D. Cardone, R. Marnetto, “SMA re-centering devices for seismic isolation of civil structures” Proceedings of SPIE 2001;4330: 238–49
[39] P. Soroushian, K. Ostowari, A. Nossoni, H. Chowdhury, “Repair and Strengthening of Concrete Structures through Application of Corrective Posttensioning Forces with Shape Memory Alloys” Transportation Research Record, 2001(1770); p.20-26
[40] M. Motavalli, C. Czaderski, A. Bergamini, L. Janke, “Shape memory alloys for civil engineering structures – on the way from vision to reality” Architecture civil engineering environment (ACE), 2009, No. 4/2009
[41] P.C. Hall, “Laser welding nitinol to stainless-steel” 4th International Conference on Shape Memory and Superelastic Technologies, Pacific Grove, (2003), Calif., 4-8 . Edited by A.R. Pelton and T. Duering. SMST Society Inc., Menlo Park, Calif. pp. 219-228