E
Eduardo N. Dvorkin
Researcher at University of Buenos Aires
Publications - 81
Citations - 4553
Eduardo N. Dvorkin is an academic researcher from University of Buenos Aires. The author has contributed to research in topics: Finite element method & Mixed finite element method. The author has an hindex of 21, co-authored 81 publications receiving 4294 citations. Previous affiliations of Eduardo N. Dvorkin include Massachusetts Institute of Technology & Tenaris.
Papers
More filters
Journal ArticleDOI
A continuum mechanics based four‐node shell element for general non‐linear analysis
TL;DR: In this article, a general quadrilateral shell element for geometric and material nonlinear analysis is presented, which is formulated using three-dimensional continuum mechanics theory and it is applicable to the analysis of thin and thick shells.
Journal ArticleDOI
A four-node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation
TL;DR: In this article, a 4-node plate bending element for linear elastic analysis is presented, as a special case, from a general nonlinear continuum mechanics based four-node shell element formulation.
Journal ArticleDOI
A formulation of general shell elements—the use of mixed interpolation of tensorial components†
TL;DR: This work describes the formulation of a 4-node shell element using a mixed interpolation of tensorial components, and presents a new 8-node element using this approach.
Journal ArticleDOI
Finite elements with displacement interpolated embedded localization lines insensitive to mesh size and distortions
TL;DR: A new finite element formulation aimed at the solution of problems involving strain localization is presented, which incorporates displacement interpolated embedded localization lines and is shown to converge to an ‘exact solution’ when the mesh is refined.
Journal ArticleDOI
On the automatic solution of nonlinear finite element equations
TL;DR: In this paper, the pre-and post-buckling/collapse response of general structures is calculated using static analysis and eigensolutions for linearized buckling response are discussed.