Mixed formulation in Koiter analysis of thin-walled beams
By Giovanni Garcea. 2001
54 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/4e2d987909162ca2fc0eeba0989d451255aa71f1
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 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, background): “In fact, the usual plate and shell theories (the so called ‘‘technical theories’’) and current finite element (FE) technologies only provide second order accuracy exactly and third order one with some approximations (Garcea, 2001).”
- The implicit corotational method and its use in the derivation of nonlinear structural models for beams and plates (2012, methodology): “The aim is to obtain objective models suitable for the nonlinear analysis of thin walled structures, such as those already analyzed in [Lanzo et al. 1995; Lanzo and Garcea 1996; Casciaro et al. 1998; Garcea 2001].”
- Advantages of the mixed format in geometrically nonlinear analysis of beams and shells using solid finite elements (2017, methodology): “A similar test was studied in [35] using shell elements and in [51] using a generalized beam model.”