Smart Structures and Systems

  • 제4권3호
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  • Pages.367-389
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  • 2008
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  • 1738-1584(pISSN)
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  • 1738-1991(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

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

  • Alam, M.S. (Department of Civil and Environmental Engineering, The University of Western Ontario) ;
  • Nehdi, M. (Department of Civil and Environmental Engineering, The University of Western Ontario) ;
  • Youssef, M.A. (Department of Civil and Environmental Engineering, The University of Western Ontario)
  • 투고 : 2006.11.02
  • 심사 : 2007.03.26
  • 발행 : 2008.05.25
⟨ 이전 논문 다음 논문 ⟩

초록

Shape Memory Alloys (SMAs) are unique materials with a paramount potential for various applications in bridges. The novelty of this material lies in its ability to undergo large deformations and return to its undeformed shape through stress removal (superelasticity) or heating (shape memory effect). In particular, Ni-Ti alloys have distinct thermomechanical properties including superelasticity, shape memory effect, and hysteretic damping. SMA along with sensing devices can be effectively used to construct smart Reinforced Concrete (RC) bridges that can detect and repair damage, and adapt to changes in the loading conditions. SMA can also be used to retrofit existing deficient bridges. This includes the use of external post-tensioning, dampers, isolators and/or restrainers. This paper critically examines the fundamental characteristics of SMA and available sensing devices emphasizing the factors that control their properties. Existing SMA models are discussed and the application of one of the models to analyze a bridge pier is presented. SMA applications in the construction of smart bridge structures are discussed. Future trends and methods to achieve smart bridges are also proposed.

키워드

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  2. A review on structural enhancement and repair using piezoelectric materials and shape memory alloys vol.21, pp.1, 2012, https://doi.org/10.1088/0964-1726/21/1/013001
  3. Pilot Experiences in the Application of Shape Memory Alloys in Structural Concrete vol.26, pp.11, 2014, https://doi.org/10.1061/(ASCE)MT.1943-5533.0000974
  4. Experimental analyses of dynamical systems involving shape memory alloys vol.15, pp.6, 2015, https://doi.org/10.12989/sss.2015.15.6.1521
  5. Performance of Hybrid Reinforced Concrete Beam Column Joint: A Critical Review vol.4, pp.4, 2016, https://doi.org/10.3390/fib4020013
  6. Nonlinear dynamics of shape memory alloy oscillators in tuning structural vibration frequencies vol.22, pp.8, 2012, https://doi.org/10.1016/j.mechatronics.2012.09.004
  7. Seismic performance assessment of highway bridges equipped with superelastic shape memory alloy-based laminated rubber isolation bearing vol.49, 2013, https://doi.org/10.1016/j.engstruct.2012.11.022
  8. A passive control device with SMA components: from the prototype to the model 2009, https://doi.org/10.1002/stc.328
  9. Development of corrosion-free concrete beam–column joint with adequate seismic energy dissipation vol.32, pp.9, 2010, https://doi.org/10.1016/j.engstruct.2010.04.020
  10. Computational seismic evaluation of a curved prestressed concrete I-girder bridge equipped with shape memory alloy pp.2116-7214, 2018, https://doi.org/10.1080/19648189.2018.1492972
  11. Performance-based seismic loss assessment of isolated simply-supported highway bridges retrofitted with different shape memory alloy cable restrainers in a life-cycle context vol.31, pp.8, 2008, https://doi.org/10.1177/1045389x20906018