Present work examines flexural–torsional coupling for static and stability analysis of thin-
walled composite beams having variable stiffness. Variable stiffness composites (VSCs) …

Static behavior of thin-walled laminated composite closed cross-section beams having
variable stiffness is investigated in this study. The analytical model used accounts for flexural …

A shear-flexible finite element based on an orthogonal Cartesian coordinate system is
developed for the flexural and buckling analyses of thin-walled composite I-beams with both …

This paper presents a flexural–torsional analysis of thin-walled composite box beams. A
general analytical model applicable to thin-walled composite box beams subjected to …

This paper investigates the static and dynamic characteristics of composite thin-walled
beams that are constructed from a single-cell box. The structural model considered herein …

A general analytical model based on shear-deformable beam theory has been developed to
study the flexural–torsional coupled buckling of thin-walled composite beams with arbitrary …

This paper presents a flexural analysis of I-shaped laminated composite beams. A general
analytical model applicable to thin-walled I-section composite beams subjected to vertical …

The elastic stability performance of constant-and variable-stiffness based composite curved
beams with general layups is evaluated using an enriched finite element that accounts for …

In this paper, a theoretical model is developed for the stability analysis of composite thin-
walled beams with open or closed cross-sections. The present model incorporates, in a full …

Potential flow around two equal-radius cylinders is derived analytically and applied to
generate the curvilinear fiber path of variable-stiffness composite (VSC) plates with two …