Une justification des équations de la thermoélasticité des poutres à section variable par des méthodes asymptotiques
Unicidad local en el equilibrio elástico (piezas longitudinales con leyes no lineales).
Uniform boundary stabilization of a thermoelastic bar with a nonlinear weak damping
Unilateral elastic subsoil of Winkler's type: Semi-coercive beam problem
The mathematical model of a beam on a unilateral elastic subsoil of Winkler's type and with free ends is considered. Such a problem is non-linear and semi-coercive. The additional assumptions on the beam load ensuring the problem solvability are formulated and the existence, the uniqueness of the solution and the continuous dependence on the data are proved. The cases for which the solutions need not be stable with respect to the small changes of the load are described. The problem is approximated...
Vibrations of a beam between obstacles. Convergence of a fully discretized approximation
We consider mathematical models describing dynamics of an elastic beam which is clamped at its left end to a vibrating support and which can move freely at its right end between two rigid obstacles. We model the contact with Signorini's complementary conditions between the displacement and the shear stress. For this infinite dimensional contact problem, we propose a family of fully discretized approximations and their convergence is proved. Moreover some examples of implementation are presented....
Zur Methode der finiten Elemente.
Алгоритм вычисления механических импедансов ребер жесткости различной формы
Контактная задача для балки в условиях пластичности и ползучести
Метод фазовых интегралов в теории неоднородных составных стержней
Нелинейные продольные волны в неоднородных стержнях
Нестандартное решение статически неопределенных задач. Напряженное состояние Бруса при простейших деформациях
Осреднение процессов в каркасных конструкциях
Способ определения фазовых интегралов в задаче изгиба криволинейного стержня