ABSTRACT: An asymptotically correct analysis of passive anisotropic thin-walled open cross-section beam-like structures using the variational asymptotic method (VAM) is extended to include embedded macro fiber composites. Application of the VAM to beam-like structures splits the problem into non-linear 1D theory along the selected beam reference line and linear 2D generalized 5 5 Vlasov theory augmented by a 5 1 actuation vector over the cross-section. The linear 2D cross-sectional theory is validated against the University of Michigan/variational beam sectional analysis 2D finite element software. The validation examples selected were based on practical cross-sectional geometry and material anisotropy under DC actuation voltage. Actuatio...
The cross-sectional stiffness matrix is derived for a pre-twisted, moderately thick beam made of tra...
ational asymptotic method to split a three-dimensional nonlinear elasticity problem into a two-dimen...
An asymptotically-exact methodology is presented for obtaining the cross-sectional stiffness matrix ...
An asymptotically-correct analysis of passive anisotropic thin-wall open cross-section beam-like str...
The Variational Asymptotic Method (VAM) is used for modeling a coupled non-linear electromechanical ...
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...
Peer Reviewedhttp://deepblue.lib.umich.edu/bitstream/2027.42/76594/1/AIAA-2003-1803-446.pd
International audienceThe modelling of ordinary beams and thin-walled beams is rigorously obtained f...
Asymptotically correct, linear theory is presented for thin-walled prismatic beams made of generally...
Active Fiber Composites (AFC) possess desirable characteristics over a wide range of smart structur...
In the analysis of isotropic and prismatic beams, the usual approach is to assume that the stress fi...
AbstractThe paper presents a one-dimensional model for anisotropic active slender structures that ca...
The cross-sectional stiffness matrix is derived for a pre-twisted, moderately thick beam made of tra...
The paper presents a theory for the analysis of active anisotropic beams. The focus of the paper is ...
The cross-sectional stiffness matrix is derived for a pre-twisted, moderately thick beam made of tra...
ational asymptotic method to split a three-dimensional nonlinear elasticity problem into a two-dimen...
An asymptotically-exact methodology is presented for obtaining the cross-sectional stiffness matrix ...
An asymptotically-correct analysis of passive anisotropic thin-wall open cross-section beam-like str...
The Variational Asymptotic Method (VAM) is used for modeling a coupled non-linear electromechanical ...
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...
Peer Reviewedhttp://deepblue.lib.umich.edu/bitstream/2027.42/76594/1/AIAA-2003-1803-446.pd
International audienceThe modelling of ordinary beams and thin-walled beams is rigorously obtained f...
Asymptotically correct, linear theory is presented for thin-walled prismatic beams made of generally...
Active Fiber Composites (AFC) possess desirable characteristics over a wide range of smart structur...
In the analysis of isotropic and prismatic beams, the usual approach is to assume that the stress fi...
AbstractThe paper presents a one-dimensional model for anisotropic active slender structures that ca...
The cross-sectional stiffness matrix is derived for a pre-twisted, moderately thick beam made of tra...
The paper presents a theory for the analysis of active anisotropic beams. The focus of the paper is ...
The cross-sectional stiffness matrix is derived for a pre-twisted, moderately thick beam made of tra...
ational asymptotic method to split a three-dimensional nonlinear elasticity problem into a two-dimen...
An asymptotically-exact methodology is presented for obtaining the cross-sectional stiffness matrix ...