This two-part work describes the development of a comprehensive and reliable tool for analysis of the most commonly used geometries of thin-walled, open-section composite beams. Part one describes formulation of an asymptotically-correct reduced order model and simple validation examples. The model, developed using the mathematically rigorous Variational Asymptotic Method (VAM), is capable of capturing all nonlinear and non-classical effects observed in anisotropic beams. It leads to closed forms solutions and thus rapid, yet accurate, analysis. Part two describes the application of developed theory to most commonly used geometries of thin-walled, open-section composite beams
International audienceIn this paper, we apply the asymptotic expansion method to the mechanical prob...
AbstractA finite element-based beam analysis for anisotropic beams with arbitrary-shaped cross-secti...
A geometrically nonlinear model for general thin-walled open-section composite beams with arbitrary ...
This two-part work describes the development of a comprehensive and reliable tool for analysis of th...
This part of the work describes applications of a comprehensive and reliable tool for analysis of th...
AbstractThe variational–asymptotic method has been applied to develop an asymptotically correct mode...
In the analysis of isotropic and prismatic beams, the usual approach is to assume that the stress fi...
ABSTRACT: An asymptotically correct analysis of passive anisotropic thin-walled open cross-section b...
An asymptotically-correct analysis of passive anisotropic thin-wall open cross-section beam-like str...
An asymptotically-exact methodology is presented for obtaining the cross-sectional stiffness matrix ...
An analytical methodology is developed for thin-walled composite beams with arbitrary geometries and...
The development of beam (1D), plate and shell (2D) models is one of the most important topics of the...
A general geometrically nonlinear model for thin-walled composite space beams with arbitrary lay-ups...
International audienceThe modelling of ordinary beams and thin-walled beams is rigorously obtained f...
We consider a beam whose cross section is a tubular neighborhood, with thickness scaling with a para...
International audienceIn this paper, we apply the asymptotic expansion method to the mechanical prob...
AbstractA finite element-based beam analysis for anisotropic beams with arbitrary-shaped cross-secti...
A geometrically nonlinear model for general thin-walled open-section composite beams with arbitrary ...
This two-part work describes the development of a comprehensive and reliable tool for analysis of th...
This part of the work describes applications of a comprehensive and reliable tool for analysis of th...
AbstractThe variational–asymptotic method has been applied to develop an asymptotically correct mode...
In the analysis of isotropic and prismatic beams, the usual approach is to assume that the stress fi...
ABSTRACT: An asymptotically correct analysis of passive anisotropic thin-walled open cross-section b...
An asymptotically-correct analysis of passive anisotropic thin-wall open cross-section beam-like str...
An asymptotically-exact methodology is presented for obtaining the cross-sectional stiffness matrix ...
An analytical methodology is developed for thin-walled composite beams with arbitrary geometries and...
The development of beam (1D), plate and shell (2D) models is one of the most important topics of the...
A general geometrically nonlinear model for thin-walled composite space beams with arbitrary lay-ups...
International audienceThe modelling of ordinary beams and thin-walled beams is rigorously obtained f...
We consider a beam whose cross section is a tubular neighborhood, with thickness scaling with a para...
International audienceIn this paper, we apply the asymptotic expansion method to the mechanical prob...
AbstractA finite element-based beam analysis for anisotropic beams with arbitrary-shaped cross-secti...
A geometrically nonlinear model for general thin-walled open-section composite beams with arbitrary ...