Nonlinear instability problem for geometrically exact beam under conservative and non-conservative loads

نویسندگان

چکیده

In this work we propose a numerical solution procedure for nonlinear instability problems geometrically exact beams (representing arbitrary large displacements and rotations) under either conservative or non-conservative load. Both static dynamics frameworks are developed, with the latter needed case. The proposed model can also successfully deliver analytic to linearized (with small pre-buckling displacements) critical loads of Euler (no shear) Timoshenko cantilever beam, which is used validation both loads. We validated beam models against solutions problem finite pointed out their advantage in providing more sound interpretation Finally, performance illustrated on complex corresponding obtained by using elements Reissner Kirchhoff shear).

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ژورنال

عنوان ژورنال: Engineering Structures

سال: 2022

ISSN: ['0141-0296', '1873-7323']

DOI: https://doi.org/10.1016/j.engstruct.2022.114446