Theories and Finite Elements for Multilayered Plates and Shells:A Unified compact formulation with numerical assessment and benchmarking

By Erasmo Carrera. 2003

1,139 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/2747cc800b40ba6d0a1d1aa2f32dcce7efcb62ec

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In Civil and Structural Engineering

In Mechanics of Materials

Citations in the corpus

Effects of thickness stretching in functionally graded plates and shells (2011, methodology): “Closed form solution of the proposed governing differential equations have been derived according to the solution strategies (based on Navier type-solutions) described in the previous authors’ papers [26,27].”
Free vibration analysis of rotating composite blades via Carrera Unified Formulation (2013, positive): “CUF was first developed for plate and shell models [21–25] and was later extended to the beam model [26].”
Free vibration analysis of functionally graded shells by a higher-order shear deformation theory and radial basis functions collocation, accounting for through-the-thickness deformations (2013, neutral): “The most common numerical procedure for the analysis of the shells is the ﬁnite element method [9–13].”
MITC technique extended to variable kinematic multilayered plate elements (2010, background): “Over the last decade, the first author has proposed the Carrera Unified Formulation (CUF) [13–16], for the analysis of layered structures.”
Selection of appropriate multilayered plate theories by using a genetic like algorithm (2012, background): “Recent works [21–24] have contributed to giving an answer to the following question: for a given problem (geometry, loading, boundary conditions, lamination lay-out) what is the most accurate plate theory in terms of a fixed accuracy? The above mentioned works make use of the Unified Formulation by ”
Vibration and buckling analysis of functionally graded sandwich beams by a new higher-order shear deformation theory (2015, positive): “([23],[24]) developed Carrera Unified Formulation”
Performance of CUF Approach to Analyze the Structural Behavior of Slender Bodies (2012, positive): “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).”
Accurate free vibration analysis of thermo-mechanically pre/post-buckled anisotropic multilayered plates based on a refined hierarchical trigonometric Ritz formulation (2013, background): “5, which has been properly changed with respect to the first one proposed in [38].”