The linearly elastic and orthotropic Saint-Venant beam model, with a spatially constant Poisson tensor and fiberwise homogeneous elastic moduli, is investigated by a coordinate-free approach. A careful reasoning reveals that the elastic strain, fulfilling the whole set of differential conditions of integrability and a differential condition imposed by equilibrium, is defined on the whole ambient space in which the beam is immersed. At this stage the shape of the beam cross-section is inessential and Cesàro-Volterra formula provides the general integral of the differential conditions of kinematic compatibility. The cross-section geometrical shape comes into play only when differential and boundary equilibrium conditions are imposed to evalua...
Exact solutions of elastic Kirchhoff plates are available only for spe- cial geometries, loadings an...
This paper deals with the extension of a novel numerical technique, labelled Line Element-less Metho...
The cross-sectional stiffness matrix is derived for a pre-twisted, moderately thick beam made of tra...
The linearly elastic and orthotropic Saint-Venant beam model, with a spatially constant Poisson tens...
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...
The evaluation of tangential stress fields in linearly elastic orthotropic Saint-Venant beams under ...
This paper presents a displacement-based model for orthotropic beams under plane linear elasticity b...
Torsion and shear stress fields of a Saint-Venant beam and the relative location of shear and twist ...
This paper proposes several refined theories for the linear static analysis of beams made of orthotr...
Torsion of linearly elastic homogeneous and orthotropic Saint-Venant beams is based on the solution ...
The paper illustrates a solution approach for the Saint-Venant flexure problem which preserves a pur...
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...
International audienceThe formal asymptotic expansion method is an attractive mean to derive simpli-...
Exact solutions of elastic Kirchhoff plates are available only for spe- cial geometries, loadings an...
This paper deals with the extension of a novel numerical technique, labelled Line Element-less Metho...
The cross-sectional stiffness matrix is derived for a pre-twisted, moderately thick beam made of tra...
The linearly elastic and orthotropic Saint-Venant beam model, with a spatially constant Poisson tens...
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...
The evaluation of tangential stress fields in linearly elastic orthotropic Saint-Venant beams under ...
This paper presents a displacement-based model for orthotropic beams under plane linear elasticity b...
Torsion and shear stress fields of a Saint-Venant beam and the relative location of shear and twist ...
This paper proposes several refined theories for the linear static analysis of beams made of orthotr...
Torsion of linearly elastic homogeneous and orthotropic Saint-Venant beams is based on the solution ...
The paper illustrates a solution approach for the Saint-Venant flexure problem which preserves a pur...
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...
International audienceThe formal asymptotic expansion method is an attractive mean to derive simpli-...
Exact solutions of elastic Kirchhoff plates are available only for spe- cial geometries, loadings an...
This paper deals with the extension of a novel numerical technique, labelled Line Element-less Metho...
The cross-sectional stiffness matrix is derived for a pre-twisted, moderately thick beam made of tra...