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....

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Detalles Bibliográficos
Autores principales: Rodrigues, Marcos Antonio Campos, Burgos, Rodrigo Bird, Martha, Luiz Fernando
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Elsevier 2021
Materias:
Method Article
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

Internet

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

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