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Flexural–torsional behavior of thin-walled composite beams with closed cross-section
AbstractThis 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 incorporates a number of nonclassical effects, such as material anisotropy, transverse shear, warping inhibition, nonuniform torsional model and rotary inertia. The governing equations were derived using extended Hamilton's principle and solved using extended Galerkin's method. The effects of fiber orientation on static deflection and natural frequencies are considered and a number of important conclusions are outlined.
Flexural–torsional behavior of thin-walled composite beams with closed cross-section
AbstractThis 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 incorporates a number of nonclassical effects, such as material anisotropy, transverse shear, warping inhibition, nonuniform torsional model and rotary inertia. The governing equations were derived using extended Hamilton's principle and solved using extended Galerkin's method. The effects of fiber orientation on static deflection and natural frequencies are considered and a number of important conclusions are outlined.
Flexural–torsional behavior of thin-walled composite beams with closed cross-section
Shadmehri, F. (author) / Haddadpour, H. (author) / Kouchakzadeh, M.A. (author)
Thin-Walled Structures ; 45 ; 699-705
2007-05-23
7 pages
Article (Journal)
Electronic Resource
English
Flexural–torsional behavior of thin-walled composite beams with closed cross-section
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