Buckling analysis of layered composite beams with interlayer slip: A force-based finite element formulation
A force-based finite element formulation for the buckling analysis of two-layer composite beam structures with partial interaction is presented. The geometrically nonlinear beam elements possess a single flexible shear interface and each layer is modelled by means of Timoshenko's theory. The fo...
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| Format: | article |
| Language: | eng |
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2020
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| Online Access: | http://hdl.handle.net/10400.21/11867 |
| Country: | Portugal |
| Oai: | oai:repositorio.ipl.pt:10400.21/11867 |