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On the coupling of local 3D solutions and global 2D shell theory in structural mechanics

TLDR
An enrichment procedure able to address 3D local behaviors, preserving the direct minimally-invasive coupling with existing plate and shell discretizations is proposed and will be extended to inelastic behaviors and structural dynamics.
Abstract
Most of mechanical systems and complex structures exhibit plate and shell components. Therefore, 2D simulation, based on plate and shell theory, appears as an appealing choice in structural analysis as it allows reducing the computational complexity. Nevertheless, this 2D framework fails for capturing rich physics compromising the usual hypotheses considered when deriving standard plate and shell theories. To circumvent, or at least alleviate this issue, authors proposed in their former works an in-plane-out-of-plane separated representation able to capture rich 3D behaviors while keeping the computational complexity of 2D simulations. However, that procedure it was revealed to be too intrusive for being introduced into existing commercial softwares. Moreover, experience indicated that such enriched descriptions are only compulsory locally, in some regions or structure components. In the present paper we propose an enrichment procedure able to address 3D local behaviors, preserving the direct minimally-invasive coupling with existing plate and shell discretizations. The proposed strategy will be extended to inelastic behaviors and structural dynamics.

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Citations
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A discrete element method for the analysis of plane elasto-plastic stress problems

G. G. Pope
TL;DR: In this article, a procedure for the analysis of plane stress problems when yielding occurs locally was developed for the case when the region is divided into triangular elements and the deformation is analysed on a step-by-step basis, using the matrix notation developed by Argyris.
Journal ArticleDOI

Spurious-free interpolations for non-intrusive PGD-based parametric solutions: Application to composites forming processes

TL;DR: This work proposes an alternative interpolation and simulation strategy by using physically-based morphing of spaces that will transform the uncompatibe physical domains of the problem’s solution into a compatible one, where an interpolation free of artifacts can be performed.
Journal ArticleDOI

Artificial Intelligence Based Space Reduction of Structural Models

TL;DR: The ESI Group’s aim is to provide real-time information about the physical properties of the Saarinen Tower and its surroundings to help engineers and scientists better understand the structure and purpose of the building.
Journal ArticleDOI

Partitioned parametrized variational procedure for the generation of theorems of structural analysis

TL;DR: In this paper , the Partitioned Parametrized Variational Procedure (PPVP) is introduced for the first time, where in-plane stresses and strains are mathematically treated differently than the transverse counterparts.
Proceedings ArticleDOI

Properties and Layerwise Modeling of the Harlequin Variational Theorem for Composite Structures

TL;DR: In this article , LayerWise axiomatic models that simultaneously represent displacements, stresses, and strains within the Harlequin Variational Theorem of the First Family (HVTFF) framework were introduced.
References
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Journal ArticleDOI

A Method of Computation for Structural Dynamics

TL;DR: Method is capable of application to structures of any degree of complication, with any relationship between force and displacement, from linear elastic behavior through various degrees of inelastic behavior or plastic response, up to failure.
Journal ArticleDOI

A Method of Computation for Structural Dynamics

TL;DR: In this paper, the method is capable of application to structures of any degree of complication, with any relationship between force and displacement, from linear elastic behavior through various degrees of inelastic behavior or plastic response, up to failure; any type of dynamic loading, due to shock or impact, vibration, earthquake, or nuclear blast can be considered.
Journal ArticleDOI

Analysis of thick and thin shell structures by curved finite elements

TL;DR: In this article, a general formulation for the curved, arbitrary shape of thick shell finite elements is presented along with a simplified form for axisymmetric situations, which is suitable for thin to thick shell applications.
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