Capillary surfaces in non-cylindrical domains.
Schindlmayr, G. (2000)
Zeitschrift für Analysis und ihre Anwendungen
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Displaying similar documents to “Weierstrass-type maximum principle for microstructure in micromagnetics.”
Capillary surfaces in non-cylindrical domains.
A refinement of Ball's theorem on Young measures.
Hüngerbuhler, Norbert (1997)
The New York Journal of Mathematics [electronic only]
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Non-existence results for a semilinear hyperbolic problem with boundary condition of memory type.
Kirane, M., Tatar, N.-e. (2000)
Zeitschrift für Analysis und ihre Anwendungen
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A class of growth and bounds to solutions of a differential equation.
Knežević-Miljanović, Julka (1999)
Matematichki Vesnik
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Optimal control of an ill-posed elliptic semilinear equation with an exponential non linearity
E. Casas, O. Kavian, J.-P. Puel (1998)
ESAIM: Control, Optimisation and Calculus of Variations
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Fractional derivatives, non-symmetric and time-dependent Dirichlet forms and the drift form.
Jacob, N., Schilling, R.I. (2000)
Zeitschrift für Analysis und ihre Anwendungen
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Strong unique continuation for second order elliptic differential operators
Rachid Regbaoui (1996-1997)
Séminaire Équations aux dérivées partielles
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Spatially heteroclinic solutions for a semilinear elliptic P.D.E.
Paul H. Rabinowitz (2002)
ESAIM: Control, Optimisation and Calculus of Variations
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This paper uses minimization methods and renormalized functionals to find spatially heteroclinic solutions for some classes of semilinear elliptic partial differential equations
Design-dependent loads in topology optimization
Blaise Bourdin, Antonin Chambolle (2003)
ESAIM: Control, Optimisation and Calculus of Variations
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We present, analyze, and implement a new method for the design of the stiffest structure subject to a pressure load or a given field of internal forces. Our structure is represented as a subset of a reference domain, and the complement of is made of two other “phases”, the “void” and a fictitious “liquid” that exerts a pressure force on its interface with the solid structure. The problem we consider is to minimize the compliance of the structure , which is the total work of the...