2023
DOI: 10.1016/j.conbuildmat.2022.130091
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Shape optimization of Hourglass-shaped damper using Fe-Mn-Si-Based alloy considering target Load-displacement relationship and target fatigue characteristics

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Cited by 5 publications
(2 citation statements)
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“…Discovered in 1982 by Sato et al [6][7][8] in a seminal series of papers on Fe-Mn-Si single crystals, and later by Murakami et al [9] in polycrystals, the Fe-Mn-Si-based family evolved towards Fe-Mn-Si-Cr-Ni, to improve the corrosion resistance [10][11][12]. Because of the indicated properties, this family of SMA is becoming extremely suitable for numerous applications, particularly within the field of civil engineering [13][14][15][16][17][18][19][20][21][22][23][24][25][26][27][28]. This material exhibits a martensitic transformation from an FCC γ austenite to an HCP ε martensite, which occurs by the motion of a/6<112> Shockley partial dislocations on every two (111) close-packed planes of the FCC structure, according to the model of Olson and Cohen [29].…”
Section: Introductionmentioning
confidence: 99%
“…Discovered in 1982 by Sato et al [6][7][8] in a seminal series of papers on Fe-Mn-Si single crystals, and later by Murakami et al [9] in polycrystals, the Fe-Mn-Si-based family evolved towards Fe-Mn-Si-Cr-Ni, to improve the corrosion resistance [10][11][12]. Because of the indicated properties, this family of SMA is becoming extremely suitable for numerous applications, particularly within the field of civil engineering [13][14][15][16][17][18][19][20][21][22][23][24][25][26][27][28]. This material exhibits a martensitic transformation from an FCC γ austenite to an HCP ε martensite, which occurs by the motion of a/6<112> Shockley partial dislocations on every two (111) close-packed planes of the FCC structure, according to the model of Olson and Cohen [29].…”
Section: Introductionmentioning
confidence: 99%
“…Currently, depending on the working mechanisms, energy-dissipation devices in seismic engineering structures are commonly categorized into friction dampers [1][2][3][4][5][6], metal yield dampers [7][8][9][10][11], viscoelastic dampers [12][13][14], viscous liquid dampers [15][16][17], etc. Traditional dampers usually adopt a particular energy-dissipation mode, most of which lacks a self-centering ability, resulting in the structure of the attached damper being damaged after the earthquake and producing plastic deformation, which is difficult to recover.…”
Section: Introductionmentioning
confidence: 99%