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Complete tangent stiffness matrix considering higher-order terms in the strain tensor and large rotations for a Euler Bernoulli - Timoshenko space beam-column element
This paper presents a unified method developed by Rodrigues et al. [1] • Complete expressions for a geometric nonlinear analyses considering one element per member; • Spatial analyses considering higher-order terms in the strain tensor and large rotations; • Shear deformation influence included....
| Autores principales: | , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
Elsevier
2021
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| Materias: | |
| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8720900/ https://www.ncbi.nlm.nih.gov/pubmed/35004223 http://dx.doi.org/10.1016/j.mex.2021.101591 |