1995
DOI: 10.1115/1.2895953
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Bending of Superelastic Wires, Part II: Application to Three-Point Bending

Abstract: The constitutive relationship between applied pure bending moment and the resulting curvature of a few superelastic alloy wires is applied to the three-point bending problem. Three-point bending experiments on hard and soft loading machines are described. The relationship between the applied deflection and the resulting force in three-point bending is calculated from a nonlinear Euler-Bernoulli rod theory. A numerical procedure used to solve the three-point bending problem for both loading and unloading is bri… Show more

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Cited by 13 publications
(8 citation statements)
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“…Despite the myriad of applications that employ superelastic SMA in bending, and despite the number of SMA bending models (we found 13) (Atanacković and Achenbach, 1989;Thier et al, 1991;Pelton et al, 1994;Plietsch et al, 1994;Berg, 1995b;Auricchio and Sacco, 1997;Raniecki et al, 2001;Rejzner et al, 2002;Purohit and Bhattacharya, 2002;Liew et al, 2004;Rajagopal and Srinivasa, 2005;Buratti, 2005;De la Flor et al, 2010), few careful pure-bending experiments exist in the literature. Traditional 4-point bending fixtures operate under the assumptions of small beam displacements and rotations, which are easily violated when used with slender SMA specimens.…”
Section: Introductionmentioning
confidence: 82%
See 1 more Smart Citation
“…Despite the myriad of applications that employ superelastic SMA in bending, and despite the number of SMA bending models (we found 13) (Atanacković and Achenbach, 1989;Thier et al, 1991;Pelton et al, 1994;Plietsch et al, 1994;Berg, 1995b;Auricchio and Sacco, 1997;Raniecki et al, 2001;Rejzner et al, 2002;Purohit and Bhattacharya, 2002;Liew et al, 2004;Rajagopal and Srinivasa, 2005;Buratti, 2005;De la Flor et al, 2010), few careful pure-bending experiments exist in the literature. Traditional 4-point bending fixtures operate under the assumptions of small beam displacements and rotations, which are easily violated when used with slender SMA specimens.…”
Section: Introductionmentioning
confidence: 82%
“…In fact, Kyriakides et al (2008) measured a flat moment-curvature response at the onset of plasticity in steel tubes with Lüders bands, and observed propagating regions of high curvature. In addition, several researchers (Berg, 1995b;Purohit and Bhattacharya, 2002;Buratti, 2005) have postulated this sort of behavior for bending of SMAs, and have built models to simulate curvature propagation. In our case, the moment-curvature response is always at least slightly positive during loading, suggesting a structurally stable response, and curvature does not appear to propagate here.…”
Section: Single-cycle Bending Experiments (B1)mentioning
confidence: 99%
“…To consider a three-point-bending test with a constant distance between the end supports 2' and an applied force in the central support of 2F , in which the elastica can slide on the end supports upon deformation (see Berg, 1995b for an experimental setup), it is sufficient to complete the above solution by the symmetry yðÀxÞ ¼ yðxÞ.…”
Section: Cantilever Beam and Three-point-bending Solutionsmentioning
confidence: 99%
“…In the experimental field, the most important analysis of SMA bending behaviour has been done by Wick et al. [12] and Berg [13, 14] who studied 3‐point and 4‐point bending and pure bending in superelastic NiTi, and Matsui [15] and Wagner et al. [16, 17] who focused their study on the rotating‐bending fatigue properties of superelastic SMA.…”
Section: Introductionmentioning
confidence: 99%