Construction of Stiffness Matrices for Isotropic Plates in Parallelogram and Rhombus Shapes

Genrikh E. Muro; Valeriya I. Kovtyukh; Darya A. Oleynik

doi:10.4028/www.scientific.net/MSF.931.19

Paper Titles

Preface

Calculation of Cylindrical Corrugated Shells Using a Semi-Analytic Finite Element Method
p.3

Calculation of Temperature Stresses in Polymers in the Cycles Heating-Cooling Process
p.9

Damper as a Rigid Insert for Rigid Bus Structures Oscillation Damping
p.14

Construction of Stiffness Matrices for Isotropic Plates in Parallelogram and Rhombus Shapes
p.19

The Influence of Cross Section Shape on Strengthening of Hollow Core Slabs
p.24

Stress and Strain Intensity Factors of the Corner Area of the Structure Boundary
p.30

Energy Model in Calculating the Strength Characteristics of the Reinforced Concrete Components
p.36

The Study of Natural Oscillations of Thin Elastic Shells of Complicated Shapes by the Energy Method
p.42

HomeMaterials Science ForumMaterials Science Forum Vol. 931Construction of Stiffness Matrices for Isotropic...

Construction of Stiffness Matrices for Isotropic Plates in Parallelogram and Rhombus Shapes

Abstract:

The article shows the process of analyzing and constructing the stiffness matrices for four-node elements in parallelogram and rhombus shapes using the method of potential deformation energy.

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Periodical:

Materials Science Forum (Volume 931)

Pages:

19-23

DOI:

https://doi.org/10.4028/www.scientific.net/MSF.931.19

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Online since:

September 2018

Authors:

Genrikh E. Muro, Valeriya I. Kovtyukh*, Darya A. Oleynik

Keywords:

Finite Element Analysis, Finite Element Method (FEM), Galerkin Method, Integral Equation, Potential Energy of Deformation, Shape Parameter, Stiffness Matrix

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