DOI QR코드

DOI QR Code

Use of copper shape memory alloys in retrofitting historical monuments

  • El-Borgi, S. (Applied Mechanics and Systems Research Laboratory, Tunisia Polytechnic School) ;
  • Neifar, M. (Applied Mechanics and Systems Research Laboratory, Tunisia Polytechnic School) ;
  • Jabeur, M. Ben (Applied Mechanics and Systems Research Laboratory, Tunisia Polytechnic School) ;
  • Cherif, D. (Applied Mechanics and Systems Research Laboratory, Tunisia Polytechnic School) ;
  • Smaoui, H. (Applied Mechanics and Systems Research Laboratory, Tunisia Polytechnic School)
  • Received : 2007.07.06
  • Accepted : 2007.10.08
  • Published : 2008.03.25

Abstract

The potential use of Cu-based shape memory alloys (SMA) in retrofitting historical monuments is investigated in this paper. This study is part of the ongoing work conducted in Tunisia within the framework of the FP6 European Union project (WIND-CHIME) on the use of appropriate modern seismic protective systems in the conservation of Mediterranean historical buildings in earthquake-prone areas. The present investigation consists of a finite element simulation, as a preliminary to an experimental study where a cantilever masonry wall, representing a part of a historical monument, is subjected to monotonic and quasi-static cyclic loadings around a horizontal axis at the base level. The wall was retrofitted with an array of copper SMA wires with different cross-sectional areas. A new model is proposed for heat-treated copper SMAs and is validated based on published experimental results. A series of nonlinear finite element analyses are then performed on the wall for the purpose of assessing the SMA device retrofitting capabilities. Simulation results show an improvement of the wall response for the case of monotonic and quasi-static cyclic loadings.

Keywords

References

  1. Auricchio, F. and Lubliner, J. (1997),"A uniaxial model for shape-memory alloys", Int. J. Solid. Struct., 34, 3601-3618. https://doi.org/10.1016/S0020-7683(96)00232-6
  2. Boresi, A. P. and Schmidt, R. J. (2003), Advanced Mechanics of Materials, 6th Ed., John Wiley & Sons.
  3. Brinson, L. C. and Huang, M. S. (1996),"Simplifications and comparisons of shape memory alloy constitutive models", J. Intel. Mater. Syst. Struct., 7, 108-114. https://doi.org/10.1177/1045389X9600700112
  4. Casciati, F. and Faravelli, L. (2007),"Structural components in shape memory alloy for localized energy dissipation", Comput. Struct., in press.
  5. De Borst, R. (1987),"Smeared cracking, plasticity, creep and thermal loading: a unified approach", Comput Meth. Appl. Mech. Eng., 62(1), 89-110. https://doi.org/10.1016/0045-7825(87)90091-0
  6. El-Borgi, S., Choura, S., Neifar, M., Smaoui, H., Majdoub, M. S. and Cherif, D. (2006),"Towards a rational methodology for the seismic vulnerability assessment and retrofitting of a historical building", Proceedings of the 4th World Conference on Structural Control, San Diego, July.
  7. Lagoudas, D., Rediniotis, O. and Khan, M. (1999),"Applications of shape memory alloys to bioengineering and biomedical technology", Proceedings of the 4th International Workshop on Scattering Theory and Biomedical Applications, Perdika, Greece, Oct., 195-207.
  8. Patoor, E. (1990), Les alliages a memoire de forme, Hermes, Paris.
  9. Patoor, E. and Berveiller, M. (1994), Technologie des alliages a memoire de forme, Hermes, Paris.
  10. Syrmakezis, C. A., Chronopoulos, M. P., Sophocleous, A. A. and Asteris, P. G. (1995),"Structural analysis methodology for historical buildings", Architectural Studies, Materials and Analysis, Edited by C. A. Brebbia and B. Leftheris, WIT Press, 373-382.
  11. Trochu, F. and Yao Qian, Y. (1997),"Nonlinear finite element simulation of superelastic shape memory alloy parts", Comput. Struct., 67, 799-810.

Cited by

  1. Seismic Response Control Using Shape Memory Alloys: A Review vol.22, pp.14, 2011, https://doi.org/10.1177/1045389X11411220
  2. Seismic vulnerability assessment of historical masonry structural systems vol.62-63, 2014, https://doi.org/10.1016/j.engstruct.2014.01.031
  3. Statistically Filtering Data for Operational Modal Analysis under Ambient Vibration in Structural Health Monitoring Systems vol.68, 2016, https://doi.org/10.1051/matecconf/20166814010
  4. A 1D constitutive model for shape memory alloy using strain and temperature as control variables and including martensite reorientation and asymmetric behaviors vol.23, pp.9, 2014, https://doi.org/10.1088/0964-1726/23/9/095026
  5. Effectiveness of superelastic bars for seismic rehabilitation of clay-unit masonry walls vol.42, pp.5, 2013, https://doi.org/10.1002/eqe.2241
  6. Stochastic Vulnerability Assessment of Masonry Structures: Concepts, Modeling and Restoration Aspects vol.9, pp.2, 2019, https://doi.org/10.3390/app9020243
  7. Periodic seismic performance evaluation of highway bridges using structural health monitoring system vol.31, pp.5, 2009, https://doi.org/10.12989/sem.2009.31.5.527
  8. Applicability of Cu-Al-Mn shape memory alloy bars to retrofitting of historical masonry constructions vol.2, pp.3, 2008, https://doi.org/10.12989/eas.2011.2.3.233
  9. Multifunctional properties of shape memory materials in civil engineering applications: A state-of-the-art review vol.44, pp.None, 2008, https://doi.org/10.1016/j.jobe.2021.102657