Spiraling and Nonhypoellipticity for Cr Structures Degenerate along Transverse Real Curves
نویسنده
چکیده
Consider a smooth, pseudoconvex CR structure on some small open set of real dimension three. A fundamental sufficient condition for an associated Cauchy-Riemann operator ∂̄b to be C ∞ hypoelliptic, modulo its nullspace (this notion is defined below in §4) is that the CR structure should be of finite type, but this condition is far from necessary. While some sufficient conditions are known [2] (see also [16] for the higher-dimensional case), no useful complete characterization of hypoellipticity is known, or expected, in its absence. Some sufficient conditions take a quantitative form. For example, one such condition is that the set of weakly pseudoconvex points should be contained in a manifold M of real dimension two that is everywhere transverse to the complex tangent space, and moreover the Levi form Λ(z) should not tend to zero too rapidly as this degenerate manifold is approached; the critical threshold is distance (z,M)| log Λ(z)| → ∞ as z → M . A more qualitative criterion is that points of infinite type should be isolated; then the rate of degeneration does not matter. It would be desirable to find other qualititative criteria. The main result of this paper is an example answering one specific question along these lines posed by J. J. Kohn.
منابع مشابه
Hypoellipticity of the Kohn Laplacian for Three-dimensional Tubular Cr Structures
(1) ∂̄b = ∂x + i(∂y − φ(x)∂t) where φ ∈ C∞(R) is real-valued. Such CR structures may be realized as the boundaries of tube domains {z : Im z2 > φ(Re z1)} in C. The Levi form may be identified with the function φ′′(x). We always assume that φ is convex, so that the structure is pseudoconvex. By ∂̄∗ b we mean the adjoint of ∂̄b with respect to L (R, dx dy dt); thus ∂̄∗ b = −∂x + i(∂y − φ(x)∂t). The p...
متن کاملFragility Curves for Reinforced Concrete Frames with Lap-Spliced Columns
Placing column lap-splice in the locations of possible nonlinear deformation may adversely affect the structures response to strong ground motions. Localization of damage in splice zone may change the structural response and prevent the load redistribution and development of a uniform pattern of nonlinear excursions among the various members. Validated by existing laboratory experiments, this s...
متن کاملExperimental Study of Sable Crack Growth in Thin Aluminium Sheet
Recent failure information from research teams in NASA Langley and others has shown that CTOA based fracture models calibrated on large C(T) and M(T) specimens can be transferred successfully to cracked aircraft fuselage structures for the assessment of their residual strength. A major difficulty that could limit the more extensive use of this failure parameter is its experimental measurement e...
متن کاملEmbedding of Pseudoconvex Cr Manifolds of Levi-forms with One Degenerate Eigenvalue
Suppose that M is an abstract smoothly bounded orientable CR manifold of dimension 2n − 1 with a given integrable CR structure S of dimension n− 1. Since M is orientable, there are a smooth real nonvanishing 1-form η and a smooth real vector field X0 on M so that η(X) = 0 for all X ∈ S and η(X0) = 1. We define the Levi form of S on M by iη([X ′, X ′′]), X ′, X ′′ ∈ S. We may assume that M ⊂ M̃ ,...
متن کاملCr Singularities of Real Threefolds in C
CR singularities of real threefolds in C4 are classified by using holomorphic coordinate changes to transform the quadratic part of the real defining equations into one of a list of normal forms. In the non-degenerate case, it is shown that a real analytic manifold near a CR singular point is formally equivalent to a real algebraic model. Some degenerate cases also have this property.
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
عنوان ژورنال:
دوره شماره
صفحات -
تاریخ انتشار 2005