Refined beam theories based on a unified formulation
By Erasmo Carrera, Gaetano Giunta. 2010
327 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/d4612c52bf0a63a560dc5d8e3b207fa17412a98d
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
- Erasmo Carrera
- M. Filippi
- Enrico Zappino
- S. Belouettar
- Nasim Fallahi
- Xiangyang Xu
- Hao Yang
- Gaetano Giunta
In Mechanics of Materials
- Erasmo Carrera
- M. Filippi
- Enrico Zappino
- S. Belouettar
- Nasim Fallahi
- Xiangyang Xu
- Hao Yang
- Gaetano Giunta
Citations in the corpus
- Static analysis of laminated beams via a unified formulation (2011, methodology): “Carrera’s Unified Formulation is adopted to derive several hierarchical theories, see Carrera [1], Giunta and Carrera [4] and Carrera et al.”
- Static and free vibration analysis of laminated beams by refined theory based on Chebyshev polynomials (2015, unknown): “Over the last years, the CUF has been extended to beam structures [33, 34].”
- Free vibration analysis of rotating composite blades via Carrera Unified Formulation (2013, methodology): “The refined displacement fields are written adopting N-order Taylor type expansions (TE) [27] of the section coordinates.”
- Efficient CUF-based FEM analysis of thin-wall structures with Lagrange polynomial expansion (2020, methodology): “A beam formulation obtained by considering the definition of the displacement field through Taylor expansions is derived within the framework of a so-called unified formulation (CUF) [33, 34], which has been developed for the higher-order analysis of shell and plate structures [35].”
- Hierarchical theories for the free vibration analysis of functionally graded beams (2011, background): “[12], Carrera and Giunta [13] and Carrera et al.”
- Performance of CUF Approach to Analyze the Structural Behavior of Slender Bodies (2012, unknown): “This formulation has been developed over the last decade for plate/ shell models (Carrera 1995, 2002, 2003; Carrera et al. 2008), and it has recently been extended to beam modelings (Carrera and Giunta 2010).”