Summarization: The problem of optimal prestress stabilization of elastic structures with frictional contact interfaces subject to static loads is studied in this paper. A linear elastic structure with given unilateral contact at frictional interfaces is considered. The prestressing control is modelled by the pin-load method. The static problem is formulated as a nonsymmetric variational inequality. The goal of the optimal control design is closing of the unilateral contact joints as well as minimization of the friction induced slips with a minimum effort. The resulting optimal control problem is nonsmooth and nonconvex, as it concerns the control of structures governed by variational inequalities. Appropriate techniques of nonsmooth analysi...
Two classes of design problems are investigated for frictionless contact between two elastic bodies....
summary:An optimization problem for the unilateral contact between a pseudoplate and a rigid obstacl...
This paper extends classical limit analysis to structures for which some supports are subjected to &...
Summarization: The structural analysis problem concerning static stabilization of cracked structures...
This paper describes a new approach to optimization of linear elastic structures in frictional conta...
AbstractThe problem of maximization the global rigidity (measured by the compliance) of an elastic s...
This paper describes a new approach to optimization of linear elastic structures in frictional conta...
The aim of this paper is to study a frictional contact problem between an elastic body and a foundat...
Abstract. The paper deals with a class of optimal shape design problems for elastic bodies unilatera...
We consider the problem of topological optimization of a structure with frictionless unilateral cont...
We consider the optimal control of elastic contact problems in the regime of finite deformations. We...
summary:We consider a mathematical model which describes a contact between an elastic body and a fou...
We consider a mathematical model which describes the equilibrium of an elastic body in contact with ...
cwlputermethcds in applied mechanics and engineering Computer Methods in Applied Mechanics and Engin...
The topic of this thesis concerns the optimal control of some boundary value problems describing the...
Two classes of design problems are investigated for frictionless contact between two elastic bodies....
summary:An optimization problem for the unilateral contact between a pseudoplate and a rigid obstacl...
This paper extends classical limit analysis to structures for which some supports are subjected to &...
Summarization: The structural analysis problem concerning static stabilization of cracked structures...
This paper describes a new approach to optimization of linear elastic structures in frictional conta...
AbstractThe problem of maximization the global rigidity (measured by the compliance) of an elastic s...
This paper describes a new approach to optimization of linear elastic structures in frictional conta...
The aim of this paper is to study a frictional contact problem between an elastic body and a foundat...
Abstract. The paper deals with a class of optimal shape design problems for elastic bodies unilatera...
We consider the problem of topological optimization of a structure with frictionless unilateral cont...
We consider the optimal control of elastic contact problems in the regime of finite deformations. We...
summary:We consider a mathematical model which describes a contact between an elastic body and a fou...
We consider a mathematical model which describes the equilibrium of an elastic body in contact with ...
cwlputermethcds in applied mechanics and engineering Computer Methods in Applied Mechanics and Engin...
The topic of this thesis concerns the optimal control of some boundary value problems describing the...
Two classes of design problems are investigated for frictionless contact between two elastic bodies....
summary:An optimization problem for the unilateral contact between a pseudoplate and a rigid obstacl...
This paper extends classical limit analysis to structures for which some supports are subjected to &...