Results 21 to 30 of about 9,115 (217)

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

Free Transverse Vibration of Circular Plate of Stepped Thickness with General Boundary Conditions by an Improved Fourier–Ritz Method

open access: yesShock and Vibration, 2022
In this investigation, free vibration of stepped circular Mindlin plate with arbitrary boundary conditions is presented by an improved Fourier–Ritz method.
Qingjun Hao, Zhaobo Chen, Wenjie Zhai
doaj   +1 more source

Asymptotic equivalence of homogenisation procedures and fine-tuning of continuum theories [PDF]

open access: yes, 2008
Long-wave models obtained in the process of asymptotic homogenisation of structures with a characteristic length scale are known to be non-unique. The term non-uniqueness is used here in the sense that various homogenisation strategies may lead to ...
A. Tyas   +24 more
core   +1 more source

Development of the DKMT Element for Error Estimation in Composite Plate Structures

open access: yesInternational Journal of Technology, 2015
This paper presents an application of the Discrete Kirchhoff-Mindlin Triangular (DKMT) element for error estimation in composite structures. The DKMT element passed the patch tests and gave good results in many plate bending applications.
Imam Jauhari Maknun   +2 more
doaj   +1 more source

Conforming shear-locking-free four-node rectangular finite element of moderately thick plate

open access: yesJournal of the Mechanical Behavior of Materials, 2016
An outline of the modified Mindlin plate theory, which deals with bending deflection as a single variable, is presented. Shear deflection and cross-section rotation angles are functions of bending deflection. A new four-node rectangular finite element of
Senjanović Ivo   +3 more
doaj   +1 more source

Stochastic Finite Element Analysis of Plate Structures Considering Spatial Parameter Random Fields

open access: yesMathematics, 2023
For plate structures, their random parameters can be regarded as a two-dimensional random field in the plane. To solve the plate theory considering a two-dimensional random field, an efficient strategy for the stochastic finite element method was adopted.
Yan Yang, Fang-Wen Ge, Xiang Liu
doaj   +1 more source

Optimal distribution of piezoelectric patches for active vibration reduction of a thick plate using singular value decomposition approach

open access: yesScientific Reports, 2021
This paper uses the singular value decomposition approach to find the optimal distribution of a set of piezoelectric actuators and sensors in order to suppress the vibrations of a thick plate.
Azin Nadi   +2 more
doaj   +1 more source

On composite shell models with a piecewise linear warping function [PDF]

open access: yes, 2003
A multilayered shell model accounting for a piecewise linear (i.e. zig-zag) distribution of displacements through the laminate thickness is discussed.
Brank, Boštjan
core   +1 more source

Application of Mindlin's theory for analysis of footing plate bending based on experimental research [PDF]

open access: yesFacta Universitatis. Series: Architecture and Civil Engineering, 2010
The assumptions and basic equations of the first-order shear deformation plate theory of Mindlin, as one which provides more accurate solutions compared to the classical theory, are briefly presented in this paper.
Mladenović Biljana   +4 more
doaj   +1 more source

Stress intensity factors computation for bending plates with extended finite element method [PDF]

open access: yes, 2012
The modelization of bending plates with through-the-thickness cracks is investigated. We consider the Kirchhoff–Love plate model, which is valid for very thin plates.
Adams   +28 more
core   +4 more sources

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