Post on 24-Jan-2018
Presentation on Shape Function of Axisymmetric
Element
PSG COLLEGE OF TECHNOLOGYCOIMBATORE-641005
Presented by,GOWSICK C S (16MI34)
KARTHIKEYAN K (16MI06)1st year ME-CIM
Department Of Mechanical EngineeringPSG College of Technology
Introduction
• Axisymmetric element is an two-dimensional element with 3 nodes and 6 DOF.
• When element is symmetry with respect to geometry and loading exists about an axis of the body
Application:
• Soil masses subjected thick-walled pressure vessels.
Introduction
Advantages
– Smaller models (3D to 2D)
– Faster execution
– Easier post processing (FEA software)
To model This ?
How to model ?
How to model ?
Axisymmetric Element
• In Triangular tori,each element is symmetric with respect to geometry and loading about z axis. z axis is called the axis of symmetry or the axis of revolution.
• Nodal points are I,j,m.
• r, Φ, and z indicate the radial, circumferential, and longitudinal direction.
Examples
• Domed pressure vessel
• Engine valve stem
Derivation of the Stiffness Matrix
N,M-Mid side nodes
z axial stress
, Φ hoops stress
r radial stress
Derivation of the Stiffness Matrix
• The normal strain in the radial direction is then given by
• The tangential strain is then given by
• The longitudinal normal strain given by
• Shear strain in the r-z plane given by
Properties
• Isotropic E≡G≡K≡v (uniform) in x,y,z
E.g All metals except mercury
• Orthotropic- E≡G≡K≡v varies orthogonal wrtx,y
E.g composite fibre, plywood
• Anisotropic- E≡G≡K≡v varies non uniformly in x,y,z
E.g Rocks
• Isotropic stress/strain relationship
• Step 1-Select Element Type
o The element has three nodes with two degrees of freedom per node(that is, ui, wi at node i )
• Step 2 Select Displacement Functions
o The element displacement functions are taken to be
• The nodal displacements are
• The general displacement function is then expressed in matrix
• Substituting the coordinates of the nodal points
• Performing the inversion operations
Shape Function
• Interpolation function w.r.t fixed nodes
• Input – nodal position
• Output - deformation
• Shape functions
• General displacement function
• Step 3 Define the Strain/Displacement and Stress/Strain Relationships
Strain Stress
Step 4 Derive the Element Stiffness Matrix and Equations
• Centroid point of element
• Surface Forces
• Body force
EXAMPLE
Bulb
Drilling platform
Problem
Global martrix
PROBLEM 2
PROBLEM 2
PROBLEM 2
PROBLEM 2
Reference
• Daryl L. Logan, "A first course in finite element method”
•“Introduction to finite element in engineering” by D.Belegundu
Thank you