English

The conformal plate buckling equation

Analysis of PDEs 2007-05-23 v1 Differential Geometry

Abstract

We study the conformal plate buckling equation (Laplace--Beltrami)^2 u =1, where the L-B operator is for the metric g = e^{2u}g_0, with g0g_0 the standard Euclidean metric on R^2. This conformal elliptic PDE of fourth order is equivalent to the nonlinear system of elliptic PDEs of second order, Delta u +K_g e^(2u)=0, Delta K_g + e^(2u)=0, with x in R^2, describing a conformally flat surface with a Gauss curvature function K_g that is generated self-consistently through the metric's conformal factor.

Keywords

Cite

@article{arxiv.math/0104183,
  title  = {The conformal plate buckling equation},
  author = {Sagun Chanillo and Michael K. -H. Kiessling},
  journal= {arXiv preprint arXiv:math/0104183},
  year   = {2007}
}

Comments

27 pages, 3 Figures, submitted