Title: Chapter 6, page 1
1Chapter 6 Local and Natural Coordinate Systems
- Why?
- Because changing the coordinate system can
decrease some of the difficulties associated with
evaluating an integral.
2Local Coordinate Systems A local coordinate
system has its origin located on the element.
Recall the 1-D linear shape functions
3The integrations can be simplified by developing
new shape functions that are defined relative to
a coordinate system with the origin located on
the element - called the local coordinate system.
Some problems require the evaluation of integrals
with products of the shape functions
and
4- 1. If the origin is at node i
1) Replace x with
?
?
Note shape function properties still hold 1 at
own node 0 at the other node ? to 1.
52. Origin at the center of the element
?
?
Note shape function properties hold and q ranges
from L/2 to L/2
6- You will need to change the integration variables
where p is your new coordinate variable and g(p)
is equation relating x and p (i.e., xg(p))
For a local coordinate system, s, with the origin
at node i and s defined by x Xi s
ds
7For a local coordinate system q, with the origin
at the center of the element where,
8Example of how this simplifies things Look at
9Similarly, for q coordinates
10Natural Coordinate Systems A local coordinate
system that uses dimensionless numbers varying
from -1 to 1. Well use the symbol,
- System suitable for programs which use
numerical integration schemes such as the
Gauss-Legendre method.
11- Converting local coordinate systems to natural
coordinate systems. For the q system (origin at
center of the element) divide q by L/2
12- Natural coordinate systems for the
one-dimensional element.
13New shape functions
- Ni(q) (1/2 q/L)
- Nj(q) (1/2 q/L)
14We must also change the variables for integration.
15The natural coordinate system uses length ratios,
It is often used for evaluating integrals that
involve a product. For example, let s distance
from node i and define
Note
are the shape function we found for
the local coordinate system, s, with origin at
node i.
16Since
17Applying change of variable rule changing
But
This relationship was shown by Abramowitz and
Stegun in 1964.
18 19Therefore,
Try
20Coordinate Systems and Limits of Integration for
the One-Dimensional Element
212-D ElementsLocal Coordinate System
- -independent of orientation?
s
t
y
22- What is the coordinate range for each element?
23Natural Coordinate Systems
- Using natural coordinate systems are more
convenient for both numerical and analytical
integration. - A local system that permits the specification of
a point within the element by a dimensionless
number whose absolute magnitude never exceeds
unity (1).
24Rectangular Element. Define a coordinate system
located at the center of the element
25Converting the shape functions to the natural
coordinate system gives
26- Triangular Element
- Define 3 length ratios,
S perpendicular distance from one side
h altitude of that side
Area coordinates
27For some point, B
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29 So L1 Ni Similarly,
So?
- Well (again) we now have a much easier way to
evaluate the integrals. Eisenberg and Malvern
showed (1973)
30 31- Area coordinates on the boundary of a triangle
Along side i-j, L3 0
32- The area for the triangle coordinates reduce to
the 1-D shape functions for the local coordinate
system in s.
?
?
?
33Using the 1-D natural coordinate notation we can
write
34Therefore, any integral on the edge of a
triangular element can be replaced by a line
integral written in terms of s or ?2
Example along of triangle
35but
so
36CONTINUITY
The function for approx. ?(x,y) consists of a set
of continuous piecewise smooth equations, each
defined over a single element. The need to
integrate this piecewise smooth function places a
requirement on the order of continuity between
elements. If the integral contains 1st
derivative terms, ? must be continuous between
elements but or need not
to be. For 1-D elements continuity is assured
since we have a common node.
37Show continuity along a common boundary of 2
triangular elements
Given
38But,
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40Homework