1992
DOI: 10.1093/qjmam/45.2.293
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Bifurcation and Stability of an Incompressible Elastic Body Under Homogeneous Dead Loads With Symmetry

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Cited by 8 publications
(3 citation statements)
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“…The TK instability was first noted by Kearsley (1986) based on the experimental results of Treloar (1949), with its plane-strain counterpart analysed slightly earlier by Ogden (1985). It has subsequently been studied by MacSithigh (1986), Ogden (1987), Chen (1987), MacSithigh & Chen (1992, Batra et al (2005), andSteigmann (2007). However, our focus in the current study will be on a third instability, that associated with axisymmetric necking.…”
Section: Introductionmentioning
confidence: 87%
“…The TK instability was first noted by Kearsley (1986) based on the experimental results of Treloar (1949), with its plane-strain counterpart analysed slightly earlier by Ogden (1985). It has subsequently been studied by MacSithigh (1986), Ogden (1987), Chen (1987), MacSithigh & Chen (1992, Batra et al (2005), andSteigmann (2007). However, our focus in the current study will be on a third instability, that associated with axisymmetric necking.…”
Section: Introductionmentioning
confidence: 87%
“…The TK instability was first noted by Kearsley [60] based on the experimental results of Treloar [61], with its plane-strain counterpart analyzed slightly earlier by Ogden [62]. It has subsequently been studied by MacSithigh [63], Ogden [64], Chen [65], MacSithigh and Chen [66], Batra et al [67], and Steigmann [68]. However, our focus in this study will be on a third instability, that associated with axisymmetric necking.…”
Section: Introductionmentioning
confidence: 99%
“…However, requiring the material to satisfy the Baker-Ericksen inequalities, we find that one of these two classes does not allow the construction of multiphase homogeneous deformations, and so it is disregarded. For the remaining class, we use an analysis analogous to those developed in different contexts [18][19][20][21] and find that generally the equilibrium states are not uniquely determined for a given load. In this case, we determine equilibrium solutions with two equal principal stretches, which we name symmetric, and equilibrium solutions with all different principal stretches, which we name asymmetric.…”
mentioning
confidence: 99%