Shape memory alloy-based smart RC bridges: Overview of state-of-the-art

Smart Structures and Systems

Volumn 4, Issue 3, 2008, Pages 367-389

  Alam, M S ^a   Nehdi, M ^a   Youssef, M A ^a  

^a UNIVERSITY OF WESTERN ONTARIO   (Canada)

Author keywords

Bridge; Fiber optic sensor; Shape memory alloy; Shape memory effect; Smart material; Superelasticity

Indexed keywords

BINARY ALLOYS; BRIDGE PIERS; BRIDGES; ELASTICITY; FIBER OPTIC SENSORS; INTELLIGENT MATERIALS; NICKEL ALLOYS; REINFORCED CONCRETE; SHAPE MEMORY EFFECT; TITANIUM ALLOYS;

DEFICIENT BRIDGES; EXTERNAL POST-TENSIONING; FUNDAMENTAL CHARACTERISTICS; HYSTERETIC DAMPING; LOADING CONDITION; STATE OF THE ART; SUPERELASTICITY; THERMOMECHANICAL PROPERTIES;

SHAPE-MEMORY ALLOY;

EID: 41749099957     PISSN: 17381584     EISSN: 17381991     Source Type: Journal    
DOI: 10.12989/sss.2008.4.3.367     Document Type: Review

References (67)

1. Adachi, Y. and Unjoh, S. (1999), "Development of shape memory alloy damper for intelligent bridge systems", Proceedings of SPIE - The International Society for Optical Engineering, 3671, 31-42.
2. Andrawes, B. and Desroches, R. (2005), "Unseating prevention for multiple frame bridges using superelastic devices", Smart Mater. Struct., 14(3), S60-S67.
3. ANSYS, Inc. Version 10.0. 2005. Southpoint, Canonsburg, PA, USA.
4. Auricchio, F. and Sacco, E. (1997), "Superelastic shape-memory-alloy beam model", J. Intel. Mater. Syst. Struct., 8(6), 489-501.
5. Auricchio, F. and Taylor, R. L. (1996), "Shape memory alloy superelastic behavior: 3D finite-element simulations", Proceedings of SPIE - The International Society for Optical Engineering, 2779, 487-492.
6. Auricchio, F. and Lubliner, J. (1997), "Uniaxial model for shape-memory alloys", Int. J. Solids Struct., 34(27), 3601-3618.
7. Auricchio, F., Taylor, R. L. and Lubliner, J. (1997), "Shape-memory alloys: Macromodelling and numerical simulations of the superelastic behaviour", Comput. Methods Appl. Mech Eng., 146(3-4), Jul 15, 281-312.
8. Bakht, B., Mufti, A. A., Clayton, A., Saltsburg, W. and Cloak, C. (2003), "Interpretation of bridge test data to determine dynamic load allowance and its influence on bridge design and evaluation", International Workshop on SHM/Colloquium on Bridge Vibration, Kitami Institute of Technology, Kitami, Japan, September 1-2.
9. Bastianini, F., Rizzo, A., Galati, N., Deza, U. and Nanni, A. (2005a), "Discontinuous Brillouin strain monitoring of small concrete bridges: Comparison between near-to-surface and "smart" FRP fiber installation techniques," Proceedings of SPIE - The International Society for Optical Engineering, Smart Structures and Materials 2005 - Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems, 5765(2), 612-623.
10. Bastianini, F., Matta, F., Galati, N. and Nanni, A. (2005b), "A Brillouin smart FRP material and a strain data post processing software for structural health monitoring through laboratory testing and field application on a highway bridge", Proceedings of SPIE - The International Society for Optical Engineering, Smart Structures and Materials 2005 - Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems, 5765(2), 600-611.
11. Bhalla, S. and Son, C. K. (2004), "Structural health monitoring by piezo-impedance transducers. II: Applications", J. Aerospace Eng., 17(4), 166-175.
12. Bondonet, G and Filiatrault, A. (1996), "Shape-memory alloys for seismic isolation of bridges", The Proceedings of the Eleventh World Conference on Earthquake Engineering, Acapulco, Mexico, June, paper no. 1443.
13. Bontea, D.-M., Chung, D. D. L. and Lee, G. C. (2000), "Damage in carbon fiber-reinforced concrete, monitored by electrical resistance measurement", Cement Concrete Res., 30(4), 651-659.
14. Brillouin, L. (1922), "Diffusion de la lumière et des rayonnes X par un corps transparent homogène; influence del; agitation thermique", Annales des Physique, 17, 88-122.
15. Brinson, L. C. (1993), "One-dimensional constitutive behavior of shape memory alloys: Thermomechanical derivation with non-constant material functions and redefined martensite internal variable", J. Intelligent Material Sys. Struct, 4(2), 229-242.
16. Bruno, S. and Valente, C. (2002), "Comparative response analysis of conventional and innovative seismic protection strategies", Earthq. Eng. Struct. Dyn., 31(5), 1067-1092.
17. Cappa, P., Marinozzi, F. and Sciuto, S. A. (2001), "A novel method for the simultaneous measurements of temperature and strain using a three-wire connection", Measurement Science and Technology, 12(4), 502-506.
18. Cardone, D., Dolce, M., Ponzo, F. C. and Coelho, E. (2004), "Experimental behaviour of R/C Frames retrofitted with dissipating and re-centering braces", J. Earthq. Eng., 8(3), 361-396.
19. nd October 2006, available at http://www.cbc.ca/canada/story/2006/10/02/laval-montreal.html?ref=rss.
20. Chen, P.-W. and Chung, D. D. L. (1996), "Carbon fiber reinforced concrete as an intrinsically smart concrete for damage assessment during static and dynamic loading", ACI Mater. J., 93(4), 341-350.
21. Choi, E., Nam, T.-H., Cho, B.-S. (2005), "A new concept of isolation bearings for highway steel bridges using shape memory alloys", Canadian J. Civil Eng., 32(5), 957-967.
22. Czaderski. C, Hahnebach. B. and Motavalli, M. (2006), "RC beam with variable stiffness and strength", Construction and Building Materials, Volume: 20, Issue: 9, 824-833.
23. DesRoches, R. and Delemont, M. (2002), "Seismic retrofit of simply supported bridges using shape memory alloys", Eng. Struct, 24(3), 325-332.
24. DesRoches, R., McCormick, J. and Delemont, M. (2004), "Cyclic properties of superelastic shape memory alloy wires and bars", J. Struct. Eng, ASCE, 130(1), 38-46.
25. DeWolf, J., Descoteaux, T., Kou, J., Lauzon, R., Mazurek, D. and Paproski, R. (1989), "Expert systems for bridge monitoring", Computing in Civil Engineering: Proceedings of the Sixth Conference, ASCE, New York, 203-210.
26. DGSI (2006), "VW strain gauges", Product specifications of Durham Geo Slope Indicator, article accessed online on 24 September 2006, http://www.slopemdicator.com/instruments/sg-intro.html.
27. Dolce, M. and Cardone, D. (2005), "Fatigue resistance of SMA-martensite bars subjected to flexural bending", Int. J. Mech. Sci., 47(11), 1693-1717.
28. Dolce, M., Cardone, D. and Mametto, R. (2000), "Implementation and testing of passive control devices based on shape memory alloys", Earthq. Eng. Struct. Dyn., 29(7), 945-968.
29. th World Conference on Earthquake Engineering, Canada, Paper no. 2878.
30. El-Tawil, S, and Ortega-Rosales, J. (2004), "Prestressing concrete using shape memory alloy tendons", ACI Struct. J., 101(6), November/December, 846-851.
31. Hardwicke, C. U. (2003), "Recent developments in applying smart structural materials", JOM, ABI/INFORM Trade & Industry, 55(12), 15-16.
32. Hibbitt, Karlsson and Sorensen, 2003. Abaqus User's Manual, Version 6.4, Pawtucket, RI.
33. Horiguchi, T., Kurashima, T. and Tateda, M. (1989), "Tensile strain dependence of Brillouin frequency shift in silica optical fibers", IEEE Photonics Technology Letters, 1(5), 107-108.
34. Hou, X., Yang, X. and Huang, Q. (2005), "Using inclinometers to measure bridge deflection", J. Bridge Eng, 10(5), 564-569.
35. Indirli, M., Castellano, M. G., Clemente, P. and Martelli, A. (2001), "Demo-application of shape memory alloy devices: The rehabilitation of the S. Giorgio church bell-tower", Proceedings of SPIE - The International Society for Optical Eng, 4330, 262-272.
36. Janke, L., Czaderski, C., Motavalli, M. and Ruth, J. (2005), "Applications of shape memory alloys in civil engineering structures - Overview, limits and new ideas," Materials and Structures/Materials et Constructions, 38(279), 578-592.
37. Li, D., Maes, M. A. and Dilger, W. H. "Thermal design criteria for deep prestressed concrete girders based on data from confederation bridge", Canadian J. Civil Eng, 31, 813-825.
38. Liang, C. and Rogers, C. A. (1990), "One-dimensional thermomechanical constitutive relations for shape memory materials", Collection of Technical Papers - AIAA/ASME/ASCE/AHS Structures, Structural Dynamics & Materials Conference, n pt 1, 16-28.
39. Maji, A. K. and Negret, I. (1998), "Smart prestressing with shape memory alloy", J. Eng. Mech., 124(10), October, 1121-1128.
40. Martinez-Rueda, J. E. and Elnashai, A. S. (1997), "Confined concrete model under cyclic load", Mater. Struct., 30(197), 139-147.
41. Metz, S. N. (1979), "Vehicle suspension lift system", United States Patent 4171830.
42. Monti, G. and Nuti, C. (1992), "Nonlinear cyclic behaviour of reinforcing bars including buckling", J Struct. Eng, 118(12), 3268-3284.
43. Mueller, U. C., Zeh, T., Koch, A. W. and Baier, H. (2006), "Fiber optic bragg grating sensors for high-precision structural deformation control in optical systems", Proceedings of SPIE - The International Society for Optical Engineering, Smart Structures and Materials 2006: Smart Sensor Monitoring Systems and Applications, 6167, 64-75.
44. Mufti, A. A. (2002), "Structural health monitoring of innovative Canadian civil engineering structures", Struct. Health Monitoring, 1(1), 89-103.
45. Mufti, A. A., Tadros, G and Jones, P. R. (1997), "Field assessment of fibre-optic Bragg grating strain sensors in the confederation bridge", Canadian J. Civil Eng., 24(6), 963-966.
46. Neild, S. A., Williams, M. S. and McFadden, P. D. (2005), "Development of a vibrating wire strain gauge for measuring small strains in concrete beams", Strain, 41(1), 3-9.
47. NREL, "Saving energy with electric resistance heating", National Renewable Energy Laboratory, Department of Environment, U.S., 1997, 8p, visited in Feb. 2007, available at http://www.nd.gov/dcs/energy/pubs/ efficiency/ elecheat.pdf
48. Ocel, J., DesRoches, R., Leon, R. T., Hess, W. G., Krumme, R. Hayes, J. R. and Sweeney, S. (2004), "Steel beam-column connections using shape memory alloys", J. Struct. Eng, ASCE, 130(5), 732-740.
49. Omega Engineering Technical Reference, "Introduction to strain gages", visited on October 2006, available online at http://www.omega.com/ prodinfo/StrainGages.html.
50. Rizkalla, S., Shehata, E., Abdelrahman, A. and Tadros, G. (1998), "New generation", Concrete Int., 20(6), 35-38.
51. Rizkalla, S. H. and Tadros, G. (1994), "Smart highway bridge in canada", Concrete Int., 16(6), 42-44.
52. Sakai, Y., Kitagawa, Y., Fukuta, T. and liba, M. (2003), "Experimental study on enhancement of self-restoration of concrete beams using SMA wire", Proceedings of SPIE - The International Society for Optical Eng., 5057, 178-186.
53. Schiff, A. (1998), Hyogoken-Nanbu (Kobe) Earthquake of January 17, 1995, Lifeline Performance, American Society of Civil Engineers.
54. SeismoStruct Help file 2004, Version 3.1.0. accessed on Jan, 2006, available at http://www.seismosoft.com/ SeismoStruct/index.htm.
55. Shehata, E. and Rizkalla, S. (1999), "Intelligent sensing for innovative bridges", J. Intel. Mater. Syst. Struct., 10, 304-313.
56. Shi, Z.-Q. and Chung, D. D. L. (1999), "Carbon fiber-reinforced concrete for traffic monitoring and weighing in motion", Cement Concrete Res., 29(3), 435-439.
57. Sirohi, J. and Chopra, I. (2000), "Fundamental understanding of piezoelectric strain sensors", J. Intel. Mater. Syst. Struct., 11, 246-257.
58. Soh, C. K., Tseng, K. K.-H., Bhalla, S. and Gupta, A. (2000), "Performance of smart piezoceramic patches in health monitoring of a RC bridge", Smart Mater. Struct., 9, 533-542.
59. Song, G., Mo, Y. L., Otero, K. and Gu, H. (2006a), "Health monitoring and rehabilitation of a concrete structure using intelligent materials", Smart Mater. Struct., 15, 309-314.
60. Song, G., V. Sethi, V. and Li, H.-N. (2006b), "Vibration control of civil structures using piezoceramic smart materials: A review", Eng Struct., 28, 1513-1524.
61. 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", Transportation Research Record, 1770, 20-26.
62. Sun, M., Li, Z., Mao, Q. and Shen, D. (1999), "Study on thermal self-monitoring of carbon fiber reinforced concrete", Cement Concrete Res., 29(5), 769-771.
63. Tanaka, K. and Nagaki, S. (1982), "Thermomechanical desription of materials with internal variables in the process of phase transitions", Ingenieur-Archiv, 51(5), 287-299.
64. Tennyson, R. C., Mufti, A. A., Rizkalla, S., Tadros, G. and Benmokrane, B. (2001), "Structural health monitoring of innovative bridges in Canada with fiber optic sensors", Smart Mater. Struct., 10(3), 560-573.
65. Wang, H. (2004), "A study of RC columns with shape memory alloy and engineered cementitious composites", M.Sc. Thesis, University of Nevada, Reno, USA, 297 p.
66. Wang, X., Wang, M. L., Zhao, Y., Chen, M. and Zhou, L. L. (2004), "Smart health monitoring system for a prestressed concrete bridge", Proceedings of SPIE - The International Society for Optical Engineering, v 5391, Smart Structures and Materials 2004 - Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems, 597-608.
67. Wilde, K., Gardoni, P. and Fujino, Y. (2000), "Base isolation system with shape memory alloy device for elevated highway bridges", Eng. Struct., 22, 222-229.