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 nonclassical 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
A general geometrically nonlinear model for thin-walled composite space beams with arbitrary lay-ups...
Beam has historically found its broad applications. Nowadays, many engineering constructions still r...
A geometrically nonlinear model for general thin-walled open-section composite beams with ar-bitrary...
This two-part work describes the development of a comprehensive and reliable tool for analysis of th...
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 analytical methodology is developed for thin-walled composite beams with arbitrary geometries and...
An asymptotically-exact methodology is presented for obtaining the cross-sectional stiffness matrix ...
We consider a beam whose cross section is a tubular neighborhood, with thickness scaling with a para...
The development of beam (1D), plate and shell (2D) models is one of the most important topics of the...
International audienceThe modelling of ordinary beams and thin-walled beams is rigorously obtained f...
A general geometrically nonlinear model for thin-walled composite space beams with arbitrary lay-ups...
Beam has historically found its broad applications. Nowadays, many engineering constructions still r...
A geometrically nonlinear model for general thin-walled open-section composite beams with ar-bitrary...
This two-part work describes the development of a comprehensive and reliable tool for analysis of th...
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 analytical methodology is developed for thin-walled composite beams with arbitrary geometries and...
An asymptotically-exact methodology is presented for obtaining the cross-sectional stiffness matrix ...
We consider a beam whose cross section is a tubular neighborhood, with thickness scaling with a para...
The development of beam (1D), plate and shell (2D) models is one of the most important topics of the...
International audienceThe modelling of ordinary beams and thin-walled beams is rigorously obtained f...
A general geometrically nonlinear model for thin-walled composite space beams with arbitrary lay-ups...
Beam has historically found its broad applications. Nowadays, many engineering constructions still r...
A geometrically nonlinear model for general thin-walled open-section composite beams with ar-bitrary...