Results 11 to 20 of about 3,977 (202)

Isogeometric collocation methods for the Reissner–Mindlin plate problem

open access: yesComputer Methods in Applied Mechanics and Engineering, 2015
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
J Kiendl   +4 more
openaire   +5 more sources

Rib-Reinforced Ultralight and Ultra-Strong Shell Lattices. [PDF]

open access: yesAdv Sci (Weinh)
This study thoroughly reveals the relation between the curvature and stress direction of triply periodic minimal surface (TPMS) thin shell lattices and proposes a novel rib reinforcement design strategy to incorporate ribs along the line of asymptotes (LOA) and the line of principal curvatures (LOC) to enhance the strength of ultralight TPMS shell ...
Ma WWS   +6 more
europepmc   +2 more sources

Imperfection-Enabled Strengthening of Ultra-Lightweight Lattice Materials. [PDF]

open access: yesAdv Sci (Weinh)
This study identifies different compressive failure modes of cubic lattices with different relative densities and proposes a novel imperfection‐enabled strengthening mechanism of ultra‐lightweight lattice materials. Geometric imperfections are proven to be advantageous in enhancing the stability and strength of lattice materials at ultra‐low relative ...
Ding J   +9 more
europepmc   +2 more sources

A volume-averaged nodal projection method for the Reissner-Mindlin plate model [PDF]

open access: yes, 2018
We introduce a novel meshfree Galerkin method for the solution of Reissner-Mindlin plate problems that is written in terms of the primitive variables only (i.e., rotations and transverse displacement) and is devoid of shear-locking. The proposed approach
Bordas, Stéphane P. A.   +5 more
core   +2 more sources

Meshless Modelling of Laminate Mindlin Plates under Dynamic Loads

open access: yesCommunications, 2012
Collocation method and Galerkin method have been dominant in the existing meshless methods. A meshless local Petrov-Galerkin (MLPG) method is applied to solve laminate plate problems described by the Reissner-Mindlin theory for transient dynamic loads ...
Milan Zmindak, Daniel Riecky
doaj   +1 more source

Bending waves localized along the edge of a semi-infinite piezoelectric plate with orthogonal symmetry

open access: yesFrontiers in Materials, 2022
We study the propagation of bending waves along the free edge of a semi-infinite piezoelectric plate within the framework of two-variable refined plate theory (TVPT, a high-order plate theory), Reissner-Mindlin refined plate theory (RMPT, a first-order ...
Guoquan Nie   +5 more
doaj   +1 more source

FINITE ELEMENTS FOR THE ANALYSIS OF REISSNE-RMINDLIN PLATES WITH JOINT INTERPOLATION OF DISPLACEMENTS AND ROTATIONS (JIDR)

open access: yesInternational Journal for Computational Civil and Structural Engineering, 2021
This paper proposes a method for creating finite elements with simultaneous approximation of functions corresponding to displacements and rotations. New triangular and quadrangular finite elements have been created, which can have additional nodes on the
Viktor Karpilovsky
doaj   +1 more source

On boundary layer in the Mindlin plate model: Levy plates [PDF]

open access: yes, 2008
This work is related to the bending problem of thick rectangular Levy plates. Series solution for the Mindlin (thick) plate model is obtained and represented as a sum of the Kirchhoff (thin) plate model solution, the ``shear terms'' and the ``boundary ...
Brank, Boštjan
core   +1 more source

Closed form solutions for element matrices of 4-node rectangular plate element using IFM

open access: yesElectronic Journal of Structural Engineering, 2010
This paper presents closed form solutions for equilibrium and flexibility matrices of the Mindlin- Reissner theory based 4-node rectangular plate bending element using Integrated Force Method (IFM).
H.R. Dhananjaya   +2 more
doaj   +1 more source

Model adaptivity for finite element analysis of thin or thick plates based on equilibrated boundary stress resultants [PDF]

open access: yes, 2009
Purpose – The purpose of this paper is to address error-controlled adaptive finite element (FE) method for thin and thick plates. A procedure is presented for determining the most suitable plate model (among available hierarchical plate models) for each ...
Bohinc, Uroš   +2 more
core   +1 more source

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