The relationship between twist and shear centres in an orthotropic Saint-Venant beam, with fiberwise homogeneous elastic moduli and constant Poisson ratios, is investigated. Arbitrary cross-sections are considered. As a new result the relative position of these points is expressed in terms of the scalar potential whose gradient is the rotated field of twist tangential stresses. Its evaluation requires the solution of n+1 boundary value problems, being n≥0 the number of holes in the cross-section. In an isotropic and homogeneous beam the potential is Prandtl stress function and known formulae, providing the relative position of twist and shear centres, are recovered. Explicit expressions of sliding-torsional compliance blocks for Timoshenko ...
Numerical models for finite element analyses of assemblages of thin-walled open-section profiles are...
The paper analyzes the large deflection behavior of an orthotropic square plate subjected to pure tw...
This paper deals with the problem of non-uniform torsion in thin-walled elastic beams with asymmetri...
The relationship between twist and shear centres in an orthotropic Saint-Venant beam, with fiberwise...
AbstractThe relationship between twist and shear centres in an orthotropic Saint–Venant beam, with f...
Torsion and shear stress fields of a Saint-Venant beam and the relative location of shear and twist ...
The linearly elastic and orthotropic Saint-Venant beam model, with a spatially constant Poisson tens...
The evaluation of tangential stress fields in linearly elastic orthotropic Saint-Venant beams under ...
The notion of shear centre in Saint-Venant beam theory was introduced by Robert Maillart who envisag...
A general discussion concerning existence of stress function in Saint-Venant beams with simply or mu...
Torsion of linearly elastic homogeneous and orthotropic Saint-Venant beams is based on the solution ...
The aim of this paper is to provide a solution for the coupled flexure–torsion De Saint Venant probl...
New exact solutions for isotropic Kirchhoff plates, with no kinematic boundary constraints, are infe...
AbstractA Timoshenko beam theory for layered orthotropic beams is presented. The theory consists of ...
This paper presents a displacement-based model for orthotropic beams under plane linear elasticity b...
Numerical models for finite element analyses of assemblages of thin-walled open-section profiles are...
The paper analyzes the large deflection behavior of an orthotropic square plate subjected to pure tw...
This paper deals with the problem of non-uniform torsion in thin-walled elastic beams with asymmetri...
The relationship between twist and shear centres in an orthotropic Saint-Venant beam, with fiberwise...
AbstractThe relationship between twist and shear centres in an orthotropic Saint–Venant beam, with f...
Torsion and shear stress fields of a Saint-Venant beam and the relative location of shear and twist ...
The linearly elastic and orthotropic Saint-Venant beam model, with a spatially constant Poisson tens...
The evaluation of tangential stress fields in linearly elastic orthotropic Saint-Venant beams under ...
The notion of shear centre in Saint-Venant beam theory was introduced by Robert Maillart who envisag...
A general discussion concerning existence of stress function in Saint-Venant beams with simply or mu...
Torsion of linearly elastic homogeneous and orthotropic Saint-Venant beams is based on the solution ...
The aim of this paper is to provide a solution for the coupled flexure–torsion De Saint Venant probl...
New exact solutions for isotropic Kirchhoff plates, with no kinematic boundary constraints, are infe...
AbstractA Timoshenko beam theory for layered orthotropic beams is presented. The theory consists of ...
This paper presents a displacement-based model for orthotropic beams under plane linear elasticity b...
Numerical models for finite element analyses of assemblages of thin-walled open-section profiles are...
The paper analyzes the large deflection behavior of an orthotropic square plate subjected to pure tw...
This paper deals with the problem of non-uniform torsion in thin-walled elastic beams with asymmetri...