amitdesh123
Mechanical
- Apr 25, 2008
- 2
A concept of shape function in FEA is basic and very important. It governs the displacement in the element. The accuracy of the solution depends upon the shape function. I am posting a simple explanation for the shape function concept.
Let us consider a simple element. Assuming linear displacement
u = ax + b -----------------eq 1
At the node i
u1 = ax1 + b ------------------ eq 2
At node j
u2 = ax2 + b ----------------- eq 3
From above two equations we can find the values of a and b.
Subtracting eq 2 from eq 3 we get,
u2 - u1 = ax2 - ax1
(u2 - u1) / (x2 - x1) = a ------------------ eq 4
Substituting eq 4 in eq 2 we get the value of b as,
u1- [(u2 - u1) / (x2 - x1)] * x1 = b -------------eq 5
Now eq 1 can be written as
u = [(u2 - u1) / (x2 - x1)] * x1 + u1- [(u2 - u1) / (x2 - x1)] * x1
After rearranging the terms you get,
u = [(u2 - u1) / (x2 - x1)] * x + [ (u1x2 - u2x1) / (x2 - x1)]
Further rearranging you get,
u = [ (x2 - x) / (x2 - x1) ] * u1 + [ ( x - x1) / (x2 -x1) ] * u2
i.e.
u = N1*u1 + N2*u2
where N1 = [ (x2 - x) / (x2 - x1) ]
N2 = [ ( x - x1) / (x2 -x1) ]
and are called as "Shape Functions."
It simply means that if you know the nodal displacements u1 and u2 over the element at x we can find the intermediate displacement values by interpolation using above Shape Functions.
Shape Functions in Natural Co-ord System
From above information N1 and N2 are:
N1 = [ (x2 - x) / (x2 - x1) ]
N2 = [ ( x - x1) / (x2 -x1) ]
Now if we introduce Natural co-ord system i.e. take i = -1 and j = +1
That means in natural co-ord system ? = -1 and ? = +1
Therefore terms in above two eq of N1 and N2 can be written as:
x1 = -1
x2 = +1
x = ?
Substituting above values in in the eq of N1 and N2 we get,
N1 = ( 1- ? ) / 2 & N2 = ( ? +1 ) / 2
- Thanks,
Amit Deshpande
Let us consider a simple element. Assuming linear displacement
u = ax + b -----------------eq 1
At the node i
u1 = ax1 + b ------------------ eq 2
At node j
u2 = ax2 + b ----------------- eq 3
From above two equations we can find the values of a and b.
Subtracting eq 2 from eq 3 we get,
u2 - u1 = ax2 - ax1
(u2 - u1) / (x2 - x1) = a ------------------ eq 4
Substituting eq 4 in eq 2 we get the value of b as,
u1- [(u2 - u1) / (x2 - x1)] * x1 = b -------------eq 5
Now eq 1 can be written as
u = [(u2 - u1) / (x2 - x1)] * x1 + u1- [(u2 - u1) / (x2 - x1)] * x1
After rearranging the terms you get,
u = [(u2 - u1) / (x2 - x1)] * x + [ (u1x2 - u2x1) / (x2 - x1)]
Further rearranging you get,
u = [ (x2 - x) / (x2 - x1) ] * u1 + [ ( x - x1) / (x2 -x1) ] * u2
i.e.
u = N1*u1 + N2*u2
where N1 = [ (x2 - x) / (x2 - x1) ]
N2 = [ ( x - x1) / (x2 -x1) ]
and are called as "Shape Functions."
It simply means that if you know the nodal displacements u1 and u2 over the element at x we can find the intermediate displacement values by interpolation using above Shape Functions.
Shape Functions in Natural Co-ord System
From above information N1 and N2 are:
N1 = [ (x2 - x) / (x2 - x1) ]
N2 = [ ( x - x1) / (x2 -x1) ]
Now if we introduce Natural co-ord system i.e. take i = -1 and j = +1
That means in natural co-ord system ? = -1 and ? = +1
Therefore terms in above two eq of N1 and N2 can be written as:
x1 = -1
x2 = +1
x = ?
Substituting above values in in the eq of N1 and N2 we get,
N1 = ( 1- ? ) / 2 & N2 = ( ? +1 ) / 2
- Thanks,
Amit Deshpande