1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46
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% "Test of Bilinear Quadrilateral" from UCB online FEM course
% http://titan.colorado.edu/courses.d/IFEM.d/ (Chapter 23 p. 23-6)
% This is the rectangular geometry
% NOTE: THIS ELEMENT HAS NO EXTERNAL FORCES APPLIED TO IT!
<Node>
0 % Global node number
2 0 0 % Y
<Node>
1 % Global node number
2 2 0 % Y
<Node>
2 % Global node number
2 2 1 % Y
<Node>
3 % Global node number
2 0 1 % Y
<END> % End of nodes
<MaterialLinearElasticity>
0 % Global material number
E : 96 % Young modulus
A : 0 % Crossection area
I : 0 % Moment of inertia
nu : 0.33333 % Poisson's ratio
h : 1
RhoC : 1
END: % End of material definition
<END> % End of materials
<Element2DC0LinearQuadrilateralStress>
0 % Global element number
0 % Node 1 ID
1 % Node 2 ID
2 % Node 3 ID
3 % Node 4 ID
0 % Material ID
<END> % End of elements
<END> % End of loads
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