1983
DOI: 10.1115/1.3167042
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Stability of Steady Frictional Slipping

Abstract: The shear resistance of slipping surfaces at fixed normal stress is given by r =

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Cited by 991 publications
(828 citation statements)
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“…Like for the anti-plane case, large |k| values (short wavelengths) have Re(p) ¡ 0 and hence stability, because a ¿ 0. To ÿnd the critical wavenumber at which stability is lost, we observe, like in Rice and Ruina (1983), that roots cannot cross from Re(p) ¡ 0 to Re(p) ¿ 0 at any |k| ¿ 0 by passing through p = 0. Thus we identify k cr by seeking conditions for there to be roots in the form p = i|k|c, where c is real; k cr will be the largest |k| at which such roots occur.…”
Section: Response To In-plane Perturbationsmentioning
confidence: 99%
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“…Like for the anti-plane case, large |k| values (short wavelengths) have Re(p) ¡ 0 and hence stability, because a ¿ 0. To ÿnd the critical wavenumber at which stability is lost, we observe, like in Rice and Ruina (1983), that roots cannot cross from Re(p) ¡ 0 to Re(p) ¿ 0 at any |k| ¿ 0 by passing through p = 0. Thus we identify k cr by seeking conditions for there to be roots in the form p = i|k|c, where c is real; k cr will be the largest |k| at which such roots occur.…”
Section: Response To In-plane Perturbationsmentioning
confidence: 99%
“…1, which has been drawn for the case of in-plane perturbations considered in Sections 3.3, 3.4, 4 and 5). This problem of linear perturbation was partially addressed by Rice and Ruina (1983). The sliding occurs on the plane y = 0 and we write the displacement ÿeld as u z (x; y; t) = 1 2 V 0 t sign(y) +û z (x; y; t); whereû z is the perturbed part and satisÿes c 2 s ∇ 2û z = 9 2û z =9t 2 .…”
Section: Response To Anti-plane Perturbationsmentioning
confidence: 99%
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“…It was also used in the numerical have been proposed for rock friction. One of the most complete and complex of these models is the statevariable friction law developed by Dieterich [1979a] and consequently refined by Ruina [1983], Rice and Ruina [1983], and Rice and Gu [1983].…”
Section: Introductionmentioning
confidence: 99%