The geometrical nonlinear effects caused by large displacements and rotations over the cross section of composite thin-walled structures are investigated in this work. The geometrical nonlinear equations are solved within the finite element method framework, adopting the Newton–Raphson scheme and an arc-length method. Inherently, to investigate cross-sectional nonlinear kinematics, low- to higher-order theories are employed by using the Carrera unified formulation, which provides a tool to generate refined theories of structures in a systematic manner. In particular, beams and shell-like laminated composite structures are analyzed using a layerwise approach, according to which each layer has its own independent kinematics. Different stacking sequences are analyzed, to highlight the influence of the cross-ply angle on the static responses. The results show that the geometrical nonlinear effects play a crucial role, mainly when higher-order theories are utilized.
On the role of large cross-sectional deformations in the nonlinear analysis of composite thin-walled structures / Carrera, E.; Pagani, A.; Augello, R.. - In: ARCHIVE OF APPLIED MECHANICS. - ISSN 0939-1533. - 91:4(2021), pp. 1605-1621.
|Titolo:||On the role of large cross-sectional deformations in the nonlinear analysis of composite thin-walled structures|
|Data di pubblicazione:||2021|
|Digital Object Identifier (DOI):||http://dx.doi.org/10.1007/s00419-020-01843-8|
|Appare nelle tipologie:||1.1 Articolo in rivista|
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