2021
DOI: 10.1007/s00707-021-03031-3
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Energy analysis of continuum elastic structures by the generalized finite-volume theory

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Cited by 4 publications
(4 citation statements)
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“…Additionally, the differential equilibrium equations are locally satisfied in an average-sense (Araujo et al, 2021), and the displacement field in the subvolume is modeled by secondorder polynomials defined in local coordinates (Cavalcante et al, 2007a). The presented formulation has its roots in the standard version of the finite-volume theory presented in Cavalcante and Pindera (2012a) for structured meshes formed by rectangular subvolumes.…”
Section: Finite-volume Theorymentioning
confidence: 99%
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“…Additionally, the differential equilibrium equations are locally satisfied in an average-sense (Araujo et al, 2021), and the displacement field in the subvolume is modeled by secondorder polynomials defined in local coordinates (Cavalcante et al, 2007a). The presented formulation has its roots in the standard version of the finite-volume theory presented in Cavalcante and Pindera (2012a) for structured meshes formed by rectangular subvolumes.…”
Section: Finite-volume Theorymentioning
confidence: 99%
“…Additionally, the surface-averaged tractions are not energetically conjugated with the surface-averaged displacements along the subvolume faces, which leads the 𝑲 (𝑞) matrix to be more a pseudo stiffness matrix. Following Araujo et al (2021), it can be defined a modified local system of equations in terms of resultant forces acting in the edges of a subvolume 𝑞, which are energetically conjugated with the surface-averaged displacements, as follows…”
Section: Finite-volume Theorymentioning
confidence: 99%
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