Second-order generalised beam theory for arbitrary orthotropic materials
By N. Silvestre, Dinar Camotim. 2002
262 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/fa9878d0d1bb535781a7e5f24bb3d3f3e5be5ba6
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
- Alfonso Pagani
- Erasmo Carrera
- Enrico Zappino
- Marco Petrolo
- Benjamin W. Schafer
- S. Ádány
- C. Moen
- Zhanjie Li
In Mechanics of Materials
- Alfonso Pagani
- Erasmo Carrera
- Enrico Zappino
- Marco Petrolo
- Benjamin W. Schafer
- Zhanjie Li
- C. Moen
- S. Ádány
Citations in the corpus
- Buckling Analysis of Cold-formed Steel Members Using CUFSM (2006, methodology): “Given the lack of alternative proposals, the criteria applied in generalized beam theory (GBT) are used, (Silvestre and Camotim 2002a,b), which are found to usually be in good agreement with current engineering classifications.”
- Recent developments on refined theories for beams with applications (2015, background): “An extension to orthotropic materials was proposed by Silvestre and Camotim (2002) and Silvestre (2002).”
- Performance of CUF Approach to Analyze the Structural Behavior of Slender Bodies (2012, methodology): “It has been extensively employed and extended in various forms by Silvetre et al. (Silvestre and Camotim 2002; Silvestre 2007).”
- REVIEW: THE DIRECT STRENGTH METHOD OF COLD-FORMED STEEL MEMBER DESIGN (2008, methodology): “In the case of local and global buckling this interaction generally is small, but in the case of distortional buckling the minima (i.e. Pcrd) identified by the conventional finite strip method may be as much as 10% or more lower than that identified by GBT or cFSM when only focused on distortional b”
- COMPUTATIONAL MODELING OF COLD-FORMED STEEL (2010, methodology): “An important advance in computational modeling of cold-formed steel are the modalbased methods such as Generalized Beam Theory [6] [7] and the constrained Finite Strip Method [8].”
- Analysis of reinforced and thin-walled structures by multi-line refined 1D/beam models (2013, unknown): “It has been widely employed and extended in various forms by Silvetre et al. [25, 26, 27].”
- Refined 1D Finite Elements for the Analysis of Secondary, Primary, and Complete Civil Engineering Structures (2015, background): “2007), and the generalized beam theory (GBT) (Schardt 1966, 1994; Silvestre and Camotim 2002; Silvestre 2002, 2007; Bebiano et al. 2008).”