Vo, Thuc and Lee, Jaehong (2010) Geometrically nonlinear theory of thin-walled composite box beams using shear-deformable beam theory. International Journal of Mechanical Sciences, 52 (1). 65 - 74. ISSN 0020-7403
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Abstract
A general geometrically nonlinear model for thin-walled composite space beams with arbitrary lay-ups under various types of loadings is presented. This model is based on the first-order shear deformable beam theory, and accounts for all the structural coupling coming from both material anisotropy and geometric nonlinearity. The nonlinear governing equations are derived and solved by means of an incremental Newton–Raphson method. A displacement-based one-dimensional finite element model that accounts for the geometric nonlinearity in the von Kármán sense is developed. Numerical results are obtained for thin-walled composite box beams under vertical load to investigate the effects of shear deformation, geometric nonlinearity and fiber orientation on axial–flexural–torsional response.
| Item Type: | Article |
|---|---|
| Uncontrolled Keywords: | Nonlinear theory, thin-walled composite beams, shear deformation, axial–flexural–torsional response |
| Subjects: | H200 Civil Engineering H300 Mechanical Engineering H400 Aerospace Engineering |
| Department: | Faculties > Engineering and Environment > Mechanical and Construction Engineering |
| Depositing User: | Thuc Vo |
| Date Deposited: | 02 Sep 2013 16:01 |
| Last Modified: | 17 Dec 2023 14:34 |
| URI: | https://nrl.northumbria.ac.uk/id/eprint/13365 |
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