Developments, ideas, and evaluations based upon Reissner’s Mixed Variational Theorem in the modeling of multilayered plates and shells

By Erasmo Carrera. 2001

560 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/31113bd41bd68f97fb602dece811965e54256b56

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In Civil and Structural Engineering

In Mechanics of Materials

Citations in the corpus

Radial basis functions collocation and a unified formulation for bending, vibration and buckling analysis of laminated plates, according to a variation of Murakami’s zig-zag theory (2011, unknown): “The Uni ﬁ ed Formulation (UF) proposed by Carrera (2001, 1996,1998), Carrera and Kroplin (1997), also known as CUF, is a powerful framework for the analysis of beams, plates and shells.”
Effects of thickness stretching in functionally graded plates and shells (2011, background): “where Cr are constant in z and the thickness functions Fr are a combination of Legendre polynomials [25,26].”
Theories and Finite Elements for Multilayered Plates and Shells:A Unified compact formulation with numerical assessment and benchmarking (2003, methodology): “In such a framework a unified compact formulation which has been proposed in a series of recent author’s work [2]–[ 16 ] will be referred to. Such a formulation permits to describe and implement in a unified manner a large number of theories and finite elements by preserving as free parameters both ”
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, unknown): “In this paper it is investigated for the ﬁrst time how the Uniﬁed Formulation by Carrera [41–45, 9 ] 2 The Uniﬁed Formulation applied to shell HSDT The Uniﬁed Formulation (UF) proposed by Carrera has been applied in several ﬁnite element analysis of beams, plates, and shells, either using the…”