Abstract
Columns are the primary load carrying members in buildings and bridges. Hence for better seismic performances the permanent drift after severe earthquake has to be reduced to make the structure functional with less maintenance. The use of the shape memory alloys in critical region can reduce the residual displacement due to its super-elastic nature. Super-elastic shape memory alloy bars have higher linear elastic range of 4–12% and can return back to its initial shape upon removal of load. In this numerical study full scale circular column with various types of nickel, iron and copper based shape memory alloy (SMA) bars in the critical region under reverse cyclic loading with constant axial load of 10%. The seismic performance of the SMA-steel reinforced column was compared with the steel reinforced normal column. The column reinforced with FeMnAlNi SMA in critical region shows better seismic performance considering load carrying capacity, displacement ductility, maximum displacement, lesser permanent deformation and energy dissipation capacity.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Similar content being viewed by others
References
Auricchio F, Sacco E (1997) A superelastic Shape-memory alloy beam model. J Intell Mater Syst Struct 8:489–501
Billah, AHMM, Alam MS (2012) Seismic performance of concrete columns reinforced with hybrid shape memory alloy and FRP bars. Constr Build Mater 28:730–742
Billah, AHMM, Alam MS (2016) Performance based seismic design of SMA reinforced concrete bridge pier II: methodology and design example. J Struct Eng 04016140
Billah AHMM, Alam MS (2016) Plastic hinge length of shape memory alloy (SMA) reinforced bridge pier. Eng Struct 117:321–331
Billah AHMM, Alam MS (2018) Probablistic seismic risk assessment of concrete bridge piers reinforced with different types of shape memory alloys. Eng Struct 162:97–108
Hosseini F, Gencturk B (2018) Seismic response of bridge columns with high performance materials. In: 16th European conference on earthquake engineering, Thessaloniki, Greece
Kowalsky MJ, Priestly MJN, Seible F (1996) Shear and flexural behaviour of lightweight concrete bridge column in seismic region. Am Concr Inst Struct J 96(1):136–148
Mander JB, Priestly MJN, Park R (1988) Theoretical stress-strain model for confined concrete. J Struct Eng ASCE 114(8):1804–1826
Menegotto M, Pinto PE (1973) Method of analysis for cyclically loaded R.C. plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending. In: Symposium on the resistance and ultimate deformability of structures acted on by well-defined repeated loads, International Association for Bridge and Structural Engineering, Zurich, Switzerland, pp 15–22
Paulay T, Priestley MNJ (1992) Seismic design of reinforced concrete and masonry buildings. Willey, New York
Saiidi MS, Wang SH (2006) Exploratory study of seismic response of concrete column with SMA reinforcement. ACI Struct J 103(3):436–443
Saiidi MS, O’Brien M, Zadeh MS (2009) Cyclic response of concrete bridge columns using superelastic nitinol and bendable concrete. ACI Struct J 106(1):69–77
Tazarv M, Saiidi MS (2013) Analytical studies of seismic performance of full scale SMA reinforced bridge column. Int J Bridge Eng (IJBE) 1(1):37–50
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2022 The Author(s), under exclusive license to Springer Nature Switzerland AG
About this paper
Cite this paper
George, G., Bindhu, K.R., Nambissan, A.K. (2022). Numerical Study of the Column Reinforced with Shape Memory Alloy. In: Marano, G.C., Ray Chaudhuri, S., Unni Kartha, G., Kavitha, P.E., Prasad, R., Achison, R.J. (eds) Proceedings of SECON’21. SECON 2021. Lecture Notes in Civil Engineering, vol 171. Springer, Cham. https://doi.org/10.1007/978-3-030-80312-4_92
Download citation
DOI: https://doi.org/10.1007/978-3-030-80312-4_92
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-030-80311-7
Online ISBN: 978-3-030-80312-4
eBook Packages: EngineeringEngineering (R0)