AbstractThe paper presents a one-dimensional model for anisotropic active slender structures that captures arbitrary cross-sectional deformations. The 1-D geometrically-nonlinear static problem is derived by an asymptotic reduction process from the equations of 3-D electroelasticity. In addition to the conventional (bending–extension–shear–twist) beam strain measures, it includes a Ritz approximation to account for arbitrary deformation shapes of the finite-size cross-sections. As a particular case, closed-form analytical expressions are derived for the linear static equilibrium of a composite thin strip with surface-mounted piezoelectric actuators. This solution is based on a boundary-layer approximation to the static equilibrium equations...
A refined beam model with hierarchical features is in this work extended to the static aeroelastic a...
A rigorous theory and corresponding computational algorithms was developed for a variety of problems...
"Published online 15 July 2014"The aim of this paper was to obtain a new model for the bending-stret...
AbstractThe paper presents a one-dimensional model for anisotropic active slender structures that ca...
Peer Reviewedhttp://deepblue.lib.umich.edu/bitstream/2027.42/76594/1/AIAA-2003-1803-446.pd
Peer Reviewedhttp://deepblue.lib.umich.edu/bitstream/2027.42/76969/1/AIAA-12451-957.pd
Peer Reviewedhttp://deepblue.lib.umich.edu/bitstream/2027.42/77024/1/AIAA-2007-2275-358.pd
A three-step methodology is presented for high-fidelity modeling of slender structures with embedded...
ABSTRACT: An asymptotically correct analysis of passive anisotropic thin-walled open cross-section b...
Aone-dimensional theory of slender structures with heterogeneous anisotropic material distribution i...
Peer Reviewedhttp://deepblue.lib.umich.edu/bitstream/2027.42/77134/1/AIAA-2004-2038-697.pd
AbstractA finite element-based beam analysis for anisotropic beams with arbitrary-shaped cross-secti...
AbstractThe variational–asymptotic method has been applied to develop an asymptotically correct mode...
An asymptotically-correct analysis of passive anisotropic thin-wall open cross-section beam-like str...
AbstractAn asymptotically correct classical beam model has been developed for smart slender structur...
A refined beam model with hierarchical features is in this work extended to the static aeroelastic a...
A rigorous theory and corresponding computational algorithms was developed for a variety of problems...
"Published online 15 July 2014"The aim of this paper was to obtain a new model for the bending-stret...
AbstractThe paper presents a one-dimensional model for anisotropic active slender structures that ca...
Peer Reviewedhttp://deepblue.lib.umich.edu/bitstream/2027.42/76594/1/AIAA-2003-1803-446.pd
Peer Reviewedhttp://deepblue.lib.umich.edu/bitstream/2027.42/76969/1/AIAA-12451-957.pd
Peer Reviewedhttp://deepblue.lib.umich.edu/bitstream/2027.42/77024/1/AIAA-2007-2275-358.pd
A three-step methodology is presented for high-fidelity modeling of slender structures with embedded...
ABSTRACT: An asymptotically correct analysis of passive anisotropic thin-walled open cross-section b...
Aone-dimensional theory of slender structures with heterogeneous anisotropic material distribution i...
Peer Reviewedhttp://deepblue.lib.umich.edu/bitstream/2027.42/77134/1/AIAA-2004-2038-697.pd
AbstractA finite element-based beam analysis for anisotropic beams with arbitrary-shaped cross-secti...
AbstractThe variational–asymptotic method has been applied to develop an asymptotically correct mode...
An asymptotically-correct analysis of passive anisotropic thin-wall open cross-section beam-like str...
AbstractAn asymptotically correct classical beam model has been developed for smart slender structur...
A refined beam model with hierarchical features is in this work extended to the static aeroelastic a...
A rigorous theory and corresponding computational algorithms was developed for a variety of problems...
"Published online 15 July 2014"The aim of this paper was to obtain a new model for the bending-stret...