AbstractAn asymptotic solution is obtained for the problem of maximizing the torsional rigidity of elastic, multiply-connected cylindrical bars for a given area of cross-section. The shapes of the inner contours of the multiply-connected cross-section are specified while the outer contour is determined as a result of the shape optimization. We apply the method of matched asymptotic expansions to construct a first-order asymptotic model. The conditions for unique solvability of the asymptotic model have been established under some restrictions imposed on the location of the inner contours and their polarization matrices. The economy achieved by optimization is estimated
In the first part of this paper we present a limit model for non-symmetric elastic plates derived fr...
The torsion of bars with a multiply connected cross sections by means of the method of fundamental s...
Following the study by Lanchon (1974) on elastic-plastic torsion of cylindrical bars with simple or ...
AbstractAn asymptotic solution is obtained for the problem of maximizing the torsional rigidity of e...
International audienceWe consider the torsion problem for a hollow elastic beam. In a series of pape...
The investigation objects are the close profile thin-walled bars of the free geometry. The equations...
The paper estimates deformation of elastic, statically determinate cantilever truss of the large int...
AbstractTorsion of elastic circular bars of radially inhomogeneous, cylindrically orthotropic materi...
Elastic and geometric stiffness matrices were derived using Castigliano’s first theorem, for the cas...
The problem of torsional budding of restrained thin-walled bars of an open constant bisymmetnc cross...
To take a step of the research for the elastic-plastic problems authors take the torsion of a shaft ...
We use a gap function in order to compare the torsional performances of different reinforced plates ...
A well-known problem in elasticity consists in placing two linearly elastic materials (of different...
The aim of this paper is the solution of the shape optimization problem for simply and multiply-conn...
Variational principles of structural analysis are used in conjunction with the design problem to der...
In the first part of this paper we present a limit model for non-symmetric elastic plates derived fr...
The torsion of bars with a multiply connected cross sections by means of the method of fundamental s...
Following the study by Lanchon (1974) on elastic-plastic torsion of cylindrical bars with simple or ...
AbstractAn asymptotic solution is obtained for the problem of maximizing the torsional rigidity of e...
International audienceWe consider the torsion problem for a hollow elastic beam. In a series of pape...
The investigation objects are the close profile thin-walled bars of the free geometry. The equations...
The paper estimates deformation of elastic, statically determinate cantilever truss of the large int...
AbstractTorsion of elastic circular bars of radially inhomogeneous, cylindrically orthotropic materi...
Elastic and geometric stiffness matrices were derived using Castigliano’s first theorem, for the cas...
The problem of torsional budding of restrained thin-walled bars of an open constant bisymmetnc cross...
To take a step of the research for the elastic-plastic problems authors take the torsion of a shaft ...
We use a gap function in order to compare the torsional performances of different reinforced plates ...
A well-known problem in elasticity consists in placing two linearly elastic materials (of different...
The aim of this paper is the solution of the shape optimization problem for simply and multiply-conn...
Variational principles of structural analysis are used in conjunction with the design problem to der...
In the first part of this paper we present a limit model for non-symmetric elastic plates derived fr...
The torsion of bars with a multiply connected cross sections by means of the method of fundamental s...
Following the study by Lanchon (1974) on elastic-plastic torsion of cylindrical bars with simple or ...