The implicit corotational method and its use in the derivation of nonlinear structural models for beams and plates
By Giovanni Garcea, Antonio Madeo, R. Casciaro. 2012
67 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanical Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/a47bd795960b10cfb1dae57a926fe8f188ebe86d
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- L. Leonetti
- Antonio Madeo
- R. Casciaro
- D. Magisano
- G. Zagari
- Francesco Ubertini
- Stefano de Miranda
- Giovanni Garcea
In Mechanical Engineering
- L. Leonetti
- Giovanni Garcea
- D. Magisano
- Francesco Ubertini
- Konstantinos Spiliopoulos
- Konstantinos Panagiotou
In Mechanics of Materials
- L. Leonetti
- D. Magisano
- Giovanni Garcea
- Antonio Madeo
- R. Casciaro
- G. Zagari
- Francesco Ubertini
- Stefano de Miranda
Citations in the corpus
- Koiter analysis of folded structures using a corotational approach (2013, methodology): “The corotational approach to asymptotic analysis was investigated in Garcea et al. (2009) with reference to 3D assemblages of beams, by implementing a code named COBE (Garcea et al., 2012a,b) for the nonlinear analysis of beams with generic cross section, based on the Saint Venànt beam element (Petr”
- Advantages of the mixed format in geometrically nonlinear analysis of beams and shells using solid finite elements (2017, background): “On the contrary, geometrically exact shell and beam models [5, 6] or those based on corotational approaches [26, 46, 50], explicitly make use of the rotation tensor and its highly nonlinear representation.”