The paper presents a theory for the analysis of active anisotropic beams. The focus of the paper is on the calculation of 2-D, beam, cross-sectional properties that can then be incorporated into any 1-D beam analysis. Closed-form expressions for the cross-section flexibilities as well as actuation strains for an active, anisotropic, thin-walled, closed-section beam are derived and presented in a form that can be easily applied. Test cases presented in the paper indicate that the theory can be used to efficiently calculate accurate cross-sectional properties for preliminary design and optimization. I
This volume contains the memory of the ‘Final project's analysis of a branched crosssection through ...
This work intends to demonstrate the importance of geometrically nonlinear cross-sectional analysis ...
AbstractThis paper presents a homogenization-based theory for three-dimensional anisotropic beams. T...
Asymptotically correct, linear theory is presented for thin-walled prismatic beams made of generally...
An efficient and accurate anisotropic closed-section beam theory has been developed for both thin- a...
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...
A finite element analysis of thin-walled open-section laminated anisotropic beams is presented herei...
The paper shows how to recover elastic properties and stresses of a complex linear anisotropic beam ...
ABSTRACT: A beam theory for open and closed section, thin-walled, composite beams is presented. The ...
An asymptotically-exact methodology is presented for obtaining the cross-sectional stiffness matrix ...
Copyright © 2008 Elsevier Ltd All rights reserved.A condensed fully coupled beam element for thin-wa...
Purpose – This study aims to analyse slender thin-walled anisotropic box-beams. Fiber-reinforced lam...
A general one-dimensional model able to study thin-walled beams of open cross-section, exhibiting mo...
The conventional design of steel beams considers that any deformation of a member due to applied loa...
This volume contains the memory of the ‘Final project's analysis of a branched crosssection through ...
This work intends to demonstrate the importance of geometrically nonlinear cross-sectional analysis ...
AbstractThis paper presents a homogenization-based theory for three-dimensional anisotropic beams. T...
Asymptotically correct, linear theory is presented for thin-walled prismatic beams made of generally...
An efficient and accurate anisotropic closed-section beam theory has been developed for both thin- a...
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...
A finite element analysis of thin-walled open-section laminated anisotropic beams is presented herei...
The paper shows how to recover elastic properties and stresses of a complex linear anisotropic beam ...
ABSTRACT: A beam theory for open and closed section, thin-walled, composite beams is presented. The ...
An asymptotically-exact methodology is presented for obtaining the cross-sectional stiffness matrix ...
Copyright © 2008 Elsevier Ltd All rights reserved.A condensed fully coupled beam element for thin-wa...
Purpose – This study aims to analyse slender thin-walled anisotropic box-beams. Fiber-reinforced lam...
A general one-dimensional model able to study thin-walled beams of open cross-section, exhibiting mo...
The conventional design of steel beams considers that any deformation of a member due to applied loa...
This volume contains the memory of the ‘Final project's analysis of a branched crosssection through ...
This work intends to demonstrate the importance of geometrically nonlinear cross-sectional analysis ...
AbstractThis paper presents a homogenization-based theory for three-dimensional anisotropic beams. T...