Shape Memory Alloy (SMA) as Smart Materials Application in Structural Engineering in the Last Decade
محورهای موضوعی : Journal of Environmental Friendly Materials
R. Jamalpour
1
(Department of Civil Engineering, Karaj Branch, Islamic Azad University, Karaj, Iran.)
کلید واژه: Shape Memory Alloy (SMA), Connection, Structural Engineering.,
چکیده مقاله :
The shape memory alloys (SMAs) is a specific property some materials have to restore their original shape. This strange behavior has caused these materials to be classified as smart materials. Due to the capabilities of this material, it has been used in all industries, and in the last decade, its use has developed tremendously. In this article, while dealing with their general properties and production method, their applications especially in structural and earthquake engineering have been reviewed and investigated. For this reason, some of the works and studies done by structural engineering researchers in the recent period (from 2014 to 2024) in the field of structural engineering and with the approach of evaluating connections equipped by shape memory alloys have been mentioned. Finally, while examining the details of a Practical study in the field of steel column connection to the foundation, which was done with and without using of shape memory alloys, the advantages of using shape memory alloys in connections are summarized in the results.
The shape memory alloys (SMAs) is a specific property some materials have to restore their original shape. This strange behavior has caused these materials to be classified as smart materials. Due to the capabilities of this material, it has been used in all industries, and in the last decade, its use has developed tremendously. In this article, while dealing with their general properties and production method, their applications especially in structural and earthquake engineering have been reviewed and investigated. For this reason, some of the works and studies done by structural engineering researchers in the recent period (from 2014 to 2024) in the field of structural engineering and with the approach of evaluating connections equipped by shape memory alloys have been mentioned. Finally, while examining the details of a Practical study in the field of steel column connection to the foundation, which was done with and without using of shape memory alloys, the advantages of using shape memory alloys in connections are summarized in the results.
[1] Huang J, Zhu S, Wang B. Self-centering steel beam-to-column connections with novel superelastic SMA angles. J. Constr. Steel Res. 2024; 214:108458.
[2] Mokhtarnejad N, Garmeh V, Shariatmadar H, Askariani SS. Numerical study of a novel SMA-based self-centering beam-to-column connection. Elsevier.InStruct., 2023; 1(47):1033-49.
[3] Garmeh V, Akbarpour A, Adibramezani M, Kashani AH, Adibi M. SMA-based self-centering eccentrically braced frame with vertical link member. Elsevier.InStruct. 2022; 1(43):1230-58.
[4] Akbarnezhad M, Salehi M, DesRoches R. Seismic design and numerical assessment of shape memory alloy-restrained rocking precast concrete bridge columns. Adv. Struct. Eng. 2022;25(13):2803-29.
[5] Zhou X, Zhang H, Ke K, Guo L, Yam MC. Damage-control steel frames equipped with SMA connections and ductile links subjected to near-field earthquake motions: A spectral energy factor model. Eng. Struct. 2021;15(239):112301.
[6] Li J, Wang W, Li P. Development, testing and performance evaluation of steel beam-through framed connections with curved knee braces for improving seismic performance. J. Construct. Steel Res., 2021;1(179):106552
[7] Wang W, Fang C, Feng W, Ricles J, Sause R, Chen Y. SMA-based low-damage solution for self-centering steel and composite beam-to-column connections. J. Struct. Eng. 2020 1;146(6):04020092.
[8] Izadi M, Motavalli M, Ghafoori E. Iron-based shape memory alloy (Fe-SMA) for fatigue strengthening of cracked steel bridge connections. Construct. Build. Mater. 2019;10(227):116800.
[9] Jamalpour R, Nekooei M, Moghadam AS. Seismic behavior of steel column-base-connection equipped by NiTi shape memory alloy. Structural Engineering and Mechanics, An Int'l J. 2017;64(1):109-20.
[10] Wang W, Fang C, Liu J. Self-centering beam-to-column connections with combined superelastic SMA bolts and steel angles. J. Struct. Eng. 2017;143(2):04016175.
[11] Wang W, Chan TM, Shao H. Seismic performance of beam–column joints with SMA tendons strengthened by steel angles. J. Construct. Steel Res., 2015;109:61-71.
[12] Moradi S, Shahria Alam M. Feasibility study of utilizing superelastic shape memory alloy plates in steel beam–column connections for improved seismic performance. J. Intell. Mater. Sys. Struct., 2015, 26(4):463-75.
[13] Cheng Fang, Michael C.H. Yam, Angus C.C. Lam,Langkun Xie . Cyclic performance of extended end-plate connections equipped with Shape memory alloy bolts. J. Construct. Steel Res. 2014;94:122–36.
