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Gregorio Manrique

Publications and source records attributed to Gregorio Manrique.

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Conformal Mechanics of Planar Curves

Self-similar curves arise naturally as the tension-free equilibrium states of conformally invariant bending energies. The simplest example is the Möbius invariant conformal arc-length on planar curves, dependent on the Frenet curvature $κ$ through its first derivative with respect to arc-length. There are four conserved currents associated with this invariance: the tension and torque associated with Euclidean invariance, as well as scalar and vector currents reflecting invariance under scaling and special conformal transformations respectively. If the tension vanishes, all equilibrium states are self-similar: in the case of conformal arc-length, these are logarithmic spirals with no internal structure. More generally, the tension-free states are logarithmic spirals decorated with a repeating self-similar internal structure. Here it will be shown how the conservation laws can be used to construct these curves, while also endowing their geometry with a mechanical interpretation. The scaling current and the torque together provide a scale-invariant ode for the dimensionless variable $κ'/κ^2$, which captures the internal structure of the spiral. For conformal arc-length it is constant. In tension-free states, the special conformal current vanishes. Its projections along orthogonal directions determine directly the distance from the spiral apex locally in terms of the curvature. The quadratic Casimir invariant of the Möbius group can be cast in terms of the four currents, none of which itself is invariant. For conformal arc-length, this is identified as the conformal curvature (the Schwarzian derivative of the Frenet curvature); it is constant along equilibrium curves.

nlin.SI

Arresting the collapse of a catenary arch

It is well known that viable architectural structures can be identified by locating the critical points of the gravitational potential energy congruent with some fixed surface metric. This is because, if the walls are thin, the lowest energy modes of deformation are strain-free, and thus described by surface isometries. If it is to stand, however, an arch had better possess some minimum rigidity. The bending energy consistent with this construction protocol, we will show, can only depend on curvature deviations away from the reference equilibrium form. The question of stability, like the determination of equilibrium, turns on the geometry. We show how to construct the self-adjoint operator controlling the response to deformations consistent with isometry. As illustration, we reassess the stability of a simple catenary arch in terms of the behavior of the ground state of this operator. The energy of this state increases monotonically with the bending rigidity and it is possible to identify the critical rigidity above which the arch is rendered stable. While this dependence may be monotonic, it exhibits a number of subcritical kinks indicating significant qualitative changes in the ground state associated with eigenvalue crossovers among the unstable modes in the spectrum; the number of such competing modes increasing rapidly as the rigidity is lowered. The initial collapse of a subcritical arch is controlled by the ground state; on the critical threshold, there are two unstable modes of equal energy, one raising the arch at its center, the other lowering it. The latter dominates as the instability grows. The qualitative behavior of the ground state changes as the rigidity is lowered---its nodal pattern as well as its parity undergoing abrupt changes as the intervals between crossovers converge---complicating the prediction of the dominant initial mode of collapse.

cond-mat.soft