M
Matteo Filippi
Researcher at Polytechnic University of Turin
Publications - 89
Citations - 1475
Matteo Filippi is an academic researcher from Polytechnic University of Turin. The author has contributed to research in topics: Finite element method & Beam (structure). The author has an hindex of 19, co-authored 77 publications receiving 1154 citations. Previous affiliations of Matteo Filippi include University of Turin.
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Static analyses of FGM beams by various theories and finite elements
TL;DR: In this paper, the 1D Carrera Unified Formulation (CUF) is used to perform static analyses of functionally graded (FG) structures and the results are compared with 1-, 2-and 3-D solutions both in terms of displacements and stress distributions.
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Free vibration of FGM layered beams by various theories and finite elements
D. S. Mashat,Erasmo Carrera,Erasmo Carrera,Ashraf M. Zenkour,Ashraf M. Zenkour,Sadah A. Al Khateeb,Matteo Filippi +6 more
TL;DR: In this article, the Carrera Unified Formulation (CUF) is used to perform free-vibrational analyses of functionally graded (FG) structures, which can be obtained by expanding the unknown displacement variables over the beam section axes by adopting any kind of function The number of the terms in the expansions is a free parameter of the analysis for Taylor-like expansions.
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Laminated beam analysis by polynomial, trigonometric, exponential and zig-zag theories
TL;DR: In this paper, a number of refined beam theories were obtained by expanding the unknown displacement variables over the beam section axes by adopting Taylor's polynomials, trigonometric series, exponential, hyperbolic and zig-zag functions.
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Free vibration analysis of rotating composite blades via Carrera Unified Formulation
TL;DR: In this article, Cararrera Unified Formulation (CUF) is used to perform free-vibrational analyses of rotating structures and the Finite Element Method is used for solving the governing equations of rotating blades that are derived in a weak form by means of Hamilton's Principle.
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Static and free vibration analysis of laminated beams by refined theory based on Chebyshev polynomials
TL;DR: In this paper, a new class of refined beam theories for static and dynamic analysis of composite structures is presented by implementing higher-order expansions of Chebyshev polynomials for the three components of the displacement field over the beam cross-section.