CYCLIC PROPERTIES OF SUPERELASTIC SHAPE MEMORY ALLOY WIRES AND BARS
By Reginald DesRoches, Jason McCormick, M. Delemont. 2004
626 citations recorded by the source corpus.
Subfields: Materials Chemistry
View Paper: https://www.semanticscholar.org/paper/30ebc5fae3018dd4e35a304b529fcd9de0af0645
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In Materials Chemistry
- M. Alam
- Maged A. Youssef
- Moncef L. Nehdi
- Songye Zhu
- C. Qiu
- Stefan Hurlebaus
- O. Ozbulut
- John C. Wilson
Citations in the corpus
- Experimental Investigation on the Seismic Behavior of Beam-Column Joints Reinforced with Superelastic Shape Memory Alloys (2008, result): “Past studies have shown that the large diameter SMA bars tend to have much lower equivalent viscous damping compared to wires [DesRoches et al., 2004].”
- Behavior and modeling of superelastic shape memory alloy reinforced concrete beams (2013, background): “[1] demonstrated that SMA in wire form experienced higher strength and damping properties compared to SMA bars; however, the re-centering capabilities based on residual strains were not affected by the form of the SMA.”
- Shape Memory Alloys for Seismic Response Modification: A State-of-the-Art Review (2005, background): “DesRoches et al. (2004) also noted this behavior for both Nitinol wires and bars.”
- Iron-based shape memory alloys for civil engineering structures: An overview (2014, neutral): “Adapted from [37].”
- Utilizing shape memory alloys to enhance the performance and safety of civil infrastructure: a review (2007, background): “© 2007 NRC Canada Property Phase Range Under tension (Manach and Favier 1997; Otsuka and Wayman 1999; Rejzner et al. 2002; DesRoches et al. 2004) Young’s modulus, Ey (GPa) Austenite 30–98 Martensite 21–52 Yield strength, fy (MPa) Austenite 100–800 Martensite 50–300 Ultimate strength, fu (MPa)…”
- Shake table test and numerical study of self‐centering steel frame with SMA braces (2017, background): “Moreover, SMAs have excellent corrosion resistance and good low-cycle fatigue life [8, 9].”
- Seismic Response Control Using Shape Memory Alloys: A Review (2011, background): “Dolce and Cardone (2001) and DesRoches et al. (2004) noticed an increase in both forward and reverse transformation stresses with increasing strain rates.”