Structural engineering with NiTi. II: Mechanical behavior and scaling

Journal of Engineering Mechanics

Volumn 133, Issue 9, 2007, Pages 1019-1029

  McCormick, Jason ^a   Tyber, Jeff ^b   DesRoches, Reginald ^b   Gall, Ken ^b   Maier, Hans J ^c  

^a KYOTO UNIVERSITY   (Japan)

^b Georgia Institute of Technology   (United States)

^c UNIVERSITY OF PADERBORN   (Germany)

Author keywords

Cyclic tests; Earthquake engineering; Material properties; Material tests; Mechanical properties; Shape memory effect; Structures

Indexed keywords

DEFORMATION; EARTHQUAKE EFFECTS; EARTHQUAKE RESISTANCE; MECHANICAL PROPERTIES; POLYCRYSTALLINE MATERIALS; SHAPE MEMORY EFFECT; STRUCTURAL DESIGN; TENSILE TESTING;

BASIC MATERIALS CHARACTERIZATION; FULL-SCALE SPECIMEN TESTS;

NICKEL COMPOUNDS;

DEFORMATION; EARTHQUAKE EFFECTS; EARTHQUAKE RESISTANCE; MECHANICAL PROPERTIES; NICKEL COMPOUNDS; POLYCRYSTALLINE MATERIALS; SHAPE MEMORY EFFECT; STRUCTURAL DESIGN; TENSILE TESTING;

ALLOY; CYCLIC LOADING; DEFORMATION MECHANISM; SEISMIC RESPONSE; STRUCTURAL ANALYSIS; TENSILE STRENGTH; TESTING METHOD;

EID: 34548173722     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2007)133:9(1019)     Document Type: Article

References (41)

1. Adachi, Y., and Unjoh, S. (1999). "Development of shape memory alloy damper for intelligent bridge systems." Proc., SPIE: Smart Structures and Materials-Smart Systems for Bridges, Structures, and Highways, Vol. 3671, Newport Beach, Calif., 31-42.
2. Andrawes, B., and DesRoches, R. (2005). "Unseating prevention for multiple frame bridges using superelastic devices." Smart Mater. Struct. SMSTER0964-172610.1088/0964-1726/14/3/008, 14(3), S60-S67.
3. Baratta, A., and Corbi, O. (2002). "On the dynamic behaviour of elastic-plastic structures equipped with pseudoelastic SMA reinforcements." Comput. Mater. Sci. CMMSEM0927-025610.1016/ S0927-0256(02)00245-8, 25(1-2), 1-13.
4. Bruno, S., and Valente, C. (2002). "Comparative response analysis of conventional and innovative seismic protection strategies." Earthquake Eng. Struct. Dyn. IJEEBG0098-884710.1002/eqe.138, 31(5), 1067-1092.
5. Casciati, F., and Faravelli, L. (2004). "Experimental characterization of a Cu-based shape memory alloy toward its exploitation in passive control devices." J. Phys. IV JPICEI1155-4339, 115, 299-306.
6. Castellano, M. G., Indirli, M., and Martelli, A. (2001). "Progress of application, research and development and design guidelines for shape memory alloy devices for cultural heritage structures in Italy." Proc., SPIE: Smart Structures and Materials-Smart Systems for Bridges, Structures, and Highways, Vol. 4330, Newport Beach, Calif., 250-261.
7. Chopra, A. K. (2001). Dynamics of structures: Theory and applications to earthquake engineering, Prentice-Hall, Upper Saddle River, N.J.
8. Clark, P. W., Aiken, I. D., Kelly, J. M., Higashino, M., and Krumme, R. C. (1995). "Experimental and analytical studies of shape memory alloy dampers for structural control." Proc., SPIE: Smart Structures and Materials-Passive Damping, Vol. 2445, San Diego, 241-251.
9. Corbi, O. (2003). "Shape memory alloys and their application in structural oscillations attenuation." Simulation Modelling Practice and Theory, 11(5-6), 387-402.
10. Croci, G. (2001). "Strengthening the basilica of St. Francis of Assisi after the September 1997 earthquake." Struct. Eng. Int. (IABSE, Zurich, Switzerland) ZZZZZZ1016-8664, 3, 207-210.
11. DesRoches, R., and Delemont, M. (2002). "Seismic retrofit of simply supported bridges using shape memory alloys." Eng. Struct. ENSTDF0141-029610.1016/S0141-0296(01)00098-0, 24(3), 325-332.
12. DesRoches, R., McCormick, J., and Delemont, M. (2004). "Cyclic properties of superelastic shape memory alloy wires and bars." J. Struct. Eng. JSENDH0733-944510.1061/(ASCE)0733-9445(2004)130:1(38), 130(1), 38-46.
13. Dolce, M., and Cardone, D. (2001). "Mechanical behaviour of shape memory alloys for seismic applications 2. Austenite NiTi wires subjected to tension." Int. J. Mech. Sci. IMSCAW0020-740310.1016/ S0020-7403(01)00050-9, 43(11), 2657-2677.
14. Dolce, M., Cardone, D., and Marnetto, R. (2000). "Implementation and testing of passive control devices based on shape memory alloys." Earthquake Eng. Struct. Dyn. IJEEBG0098-884710.1002/ 1096-9845(200007)29:7<945::AID-EQE958>3.0.CO;2-#, 29(7), 945-968.
15. Dolce, M., Cardone, D., Ponzo, F. C., and Valente, C. (2005). "Shaking table tests on reinforced concrete frames without and with passive control systems." Earthquake Eng. Struct. Dyn. IJEEBG0098-884710.1002/eqe.501, 34(14), 1687-1717.
16. Duerig, T. W., Melton, K. N., Stöckel, D., and Wayman, C. M. (1990). Engineering aspects of shape memory alloy, Butterworth-Heinemann, Boston.
17. Gall, K., and Sehitoglu, H. (1999). "The role of texture in tension-compression asymmetry in polycrystalline NiTi." Int. J. Plast. IJPLER0749-641910.1016/S0749-6419(98)00060-6, 15(1), 69-92.
18. Gall, K., Sehitoglu, H., Anderson, R., Karaman, I., Chumlyakov, Y. I., and Kireeva, I. V. (2001). "On the mechanical behavior of single crystal NiTi shape memory alloys and related polycrystalline phenomenon." Mater. Sci. Eng., A MSAPE30921-509310.1016/ S0921-5093(01)01183-2, A317(1-2), 85-92.
19. Graesser, E. J., and Cozzarelli, F. A. (1991). "Shape-memory alloys as new materials for aseismic isolation." J. Eng. Mech.JENMDT0733-9399, 117(11), 2590-2608.
20. Hamburger, R. O., Foutch, D. A., and Cornell, C. A. (2003). "Translating research to practice: FEMA/SAC performance-based design procedures." Earthquake Spectra EASPEF8755-293010.1193/ 1.1572495, 19(2), 255-267.
21. Han, Y. L., Li, Q. S., Li, A. Q., Leung, A. Y. T., and Lin, P. H. (2003). "Structural vibration control by shape memory alloy damper." Earthquake Eng. Struct. Dyn. IJEEBG0098-884710.1002/ eqe.243, 32(3), 483-494.
22. Han, Y. L., Xing, D. J., Xiao, E. T., and Li, A. Q. (2005). "NiTi-wire shape memory alloy dampers to simultaneously damp tension, compression, and torsion." J. Vib. Control JVCOFX1077-546310.1177/1077546305055773, 11(8), 1067-1084.
23. Higashino, M., Aizawa, S., Clark, P. W., Whittaker, A. S., Aiken, I. D., and Kelley, J. M. (1996). "Experimental and analytical studies of structural control system using shape memory alloy." Proc., 2nd Int. Workshop on Structural Control, Hong Kong.
24. Hodgson, D. E. (2002). "Damping applications of shape-memory alloys." Mater. Sci. Forum MSFOEP0255-5476, 394-395, 69-74.
25. 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." Proc., SPIE: Smart Structures and Materials-Smart Systems for Bridges, Structures, and Highways, Vol. 4330, Newport Beach, Calif., 262-272.
26. Li, H., Liu, M., and Ou, J. (2004). "Vibration mitigation of a stay cable with one shape memory alloy damper." Structural Control and Health Monitoring, 11(1), 21-36.
27. Masuda, A., and Noori, M. (2002). "Optimization of hysteretic characteristics of damping devices based on pseudoelastic shape memory alloys." Int. J. Non-Linear Mech. IJNMAG0020-746210.1016/ S0020-7462(02)00024-0, 37(8), 1375-1386.
28. Miyazaki, S., Imai, T., Otsuka, K., and Suzuki, Y. (1981). "Lüders-like deformation observed in the transformation pseudoelasticity of a Ti-Ni alloy." Scr. Metall. SCRMBU0036-974810.1016/0036-9748(81)90265-9, 15(8), 853-856.
29. 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. JSENDH0733-944510.1061/ (ASCE)0733-9445(2004)130:5(732), 130(5), 732-740.
30. Otsuka, K., and Wayman, C. M. (1998). Shape memory materials, Cambridge University Press, New York.
31. Renzi, E., Ranieri, N., and DeCanio, F. (2004). "Experimental verifications of seismic protection of steel and R.C. structures at Enea-Casaccia shaking table." Proc., 13th World Conf. on Earthquake Engineering, Vancouver, B.C., Canada, Paper No. 846.
32. Rogers, C. A. (1995). "Rebuilding and enhancing the nations infrastructure: A role for intelligent material systems and structures." J. Intell. Mater. Syst. Struct. JMSSER1045-389X, 6(1), 4-12.
33. Semba, H., Okabe, N., Yamaji, T., Okita, K., and Yamauchi, K. (2005). "Axial compressive behavior of single-stage bellows of TiNi shape memory alloy for seismic applications." Mater. Sci. Forum MSFOEP0255-5476, 475-479(3), 2055-2058.
34. 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, Transportation Research Board, Washington, D.C., 1770, 20-26.
35. Sweeney, S. C., and Hayes, J. R., Jr. (1995). "Shape memory alloy dampers for seismic rehabilitation of existing buildings." Proc., 27th Joint Meeting on Wind and Seismic Effects, Public Works Research Institute, Tsukuba, Japan, Technical Memorandum No. 3387.
36. Tamai, H., and Kitagawa, Y. (2002). "Pseudoelastic behavior of shape memory alloy wire and its application to seismic resistance member for building." Comput. Mater. Sci. CMMSEM0927-025610.1016/ S0927-0256(02)00266-5, 25(1-2), 218-227.
37. Tamai, H., Kitagawa, Y., and Fukuta, T. (2004). "Application of SMA rods to exposed-type column bases in smart structural systems." Proc., 13th World Conf. on Earthquake Engineering, Vancouver, B.C., Canada, Paper No. 1884.
38. Torra, V., Isalgue, A., Lovey, F. C., Martorell, F., Molina, F. J., Sade, M., and Tachoire, H. (2004). "Shape memory alloys: From the physical properties of metastable phase transitions to dampers for civil engineering applications." J. Phys. IV JPICEI1155-4339, 113, 85-90.
39. Tyber, J., (2007). "Structural engineering with NiTi. Part I: Basic materials characterization." J. Eng. Mech. JENMDT0733-9399, in press
40. Van Humbeeck, J., and Liu, Y. (2000). "Shape memory alloys as damping materials." Mater. Sci. Forum MSFOEP0255-5476, 327-328, 331-338.
41. Wilde, K., Gardoni, P., and Fujino, Y. (2000). "Base isolation systems with shape memory alloy device for elevated highway bridges." Eng. Struct. ENSTDF0141-029610.1016/ S0141-0296(98)00097-2, 22(3), 222-229.