Finite Element Analysis of Structures through Unified Formulation

By Erasmo Carrera, M. Cinefra, Marco Petrolo, Enrico Zappino. 2014

355 citations recorded by the source corpus.

View Paper: https://www.semanticscholar.org/paper/45d279eec754b6488cae4b1b8540f1d4baee73e8

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

1. S. Valvano
2. Wenbin Yu
3. Erasmo Carrera
4. J. Blasques
5. A. S. Sayyad
6. Marco Petrolo
7. T. Tang
8. Wei-qiu Chen

Citations in the corpus

• Large-deflection and post-buckling analyses of laminated composite beams by Carrera Unified Formulation (2017, methodology): “The proposed geometrical nonlinear formulation is based on the Carrera Unified Formulation (CUF) [32, 33], which was recently extended to the nonlinear analysis of metallic beams by the same authors [1].”
• A Unified Theory for Constitutive Modeling of Composites (2016, methodology): “2012; Fish 2013] and structural mechanics [Reddy 2004; Kollár and Springer 2009; Carrera et al. 2014].”
• Unified formulation of geometrically nonlinear refined beam theories (2018, methodology): “These matrices are given in terms of FNs which, according to CUF, allow to engender the element matrices of any arbitrary refined and classical beam theories.”
• Hierarchical theories of structures based on Legendre polynomial expansions with finite element applications (2017, methodology): “(10) have been mainly used for the implementation of layer-wise models for laminated structures (see for example [18, 19, 44]).”
• Analysis of laminated composites and sandwich structures by variable-kinematic MITC9 plate elements (2018, methodology): “Also, CUF was employed to unify 1D, 2D theories of structures and 3D theory of elasticity and related finite elements [4].”
• Static and free vibration analysis of laminated beams by refined theory based on Chebyshev polynomials (2015, unknown): “More details about TE models and the formulation of classical models as particular cases of TE can be found in [52, 53].”
• Recent developments on refined theories for beams with applications (2015, unknown): “Table 6 Simply-supported pinched shell, transversal displacement, u z , at the loading point (midsurface) (Carrera et al., 2014b).”