Minimization of eigenvalues by free boundary - free discontinuity methods
نویسنده
چکیده
a) Under the hypotheses above, problems (P1) and (P2) have at least one solution Ω, which is a bounded set. b) If F is moreover locally Lipschitz, then every solution Ω of (P2) is a bounded set with finite perimeter. c) If in addition F is locally bi-Lipschitz in at least one variable, then every solution Ω of (P1) is a bounded set with finite perimeter. The existence result for (P1) and (P2) under the additional constraint that the competing domains are contained in a prescribed bounded open set was proved by Buttazzo and Dal Maso in [6]. Point a) is proved in [8] and is based on a geometric argument allowing to cut small (unbounded) regions of a set while keeping control on the spectrum. Points b) and c) are a consequence of the analysis of the shape subsolutions by free boundary methods (see [2]) and can be complemented with more information related to the inner density of the optimal shapes. In all cases, the diameter of the optimal sets are controlled.
منابع مشابه
Multi-Component-Multiphase Flash Calculations for Systems Containing Gas Hydrates by Direct Minimization of Gibbs Free Energy
The Michelsen stability and multiphase flash calculation by direct minimization of Gibbs free energy of the system at constant temperature and pressure, was used for systems containing gas hydrates. The solid hydrate phase was treated as a solid solution. The fugacities of all components of the hydrate phase were calculated as a function of compositions by the rearranged model of van der Wa...
متن کاملVibration of Timoshenko Beam-Soil Foundation Interaction by Using the Spectral Element Method
This article presents an analysis of free vibration of elastically supported Timoshenko beams by using the spectral element method. The governing partial differential equation is elaborated to formulate the spectral stiffness matrix. Effectively, the non classical end boundary conditions of the beam are the primordial task to calibrate the phenomenon of the Timoshenko beam-soil foundation inter...
متن کاملEffect of temperature on free vibration of functionally graded microbeams
Modified couple stress theory is applied to study of temperature effects on free vibration of Timoshenko functionally graded microbeams. Due to the interatomic and microstructural reactions of the structures in micro scale, the dynamic behavior of the microbeam is predicted more accurate applying the couple stress theory. Both of the simply supported and clamped boundary conditions are assumed ...
متن کاملSize Effect on Free Transverse Vibration of Cracked Nano-beams using Couple Stress Theory
In this paper, the transverse vibration of cracked nano-beam has been studied based on modified couple stress theory. Crack is modeled by a rotational spring that creates a discontinuity. Frequency equations of cracked nano-beam with some typical boundary conditions are derived and the frequency parameter for different crack positions, crack parameter and length scale parameters value are calcu...
متن کاملElement free Galerkin method for crack analysis of orthotropic plates
A new approach for analyzing cracked problems in 2D orthotropic materials using the well-known element free Galerkin method and orthotropic enrichment functions is proposed. The element free Galerkin method is a meshfree method which enables discontinuous problems to be modeled efficiently. In this study, element free Galerkin is extrinsically enriched by the recently developed crack-tip orthot...
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 2012