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% MEAM 527 HW 4 - elemstiff.c
% NOTE: THIS ELEMENT HAS NO EXTERNAL FORCES APPLIED TO IT!
% NOTE #2: ARBITRARY MATERIAL
% NOTE #3: WHY IS THE SOLUTION'S ke() ONLY 4x4, WHILE THE ITK ONE IS 8x8?!
<Node>
0 % Global node number
2 -1 -1 % Nodal coordinates
<Node>
1 % Global node number
2 1 -1 % Nodal coordinates
<Node>
2 % Global node number
2 1 1 % Nodal coordinates
<Node>
3 % Global node number
2 -1 1 % Nodal coordinates
<END> % End of nodes
<MaterialLinearElasticity>
0 % Global material number
E : 1 % Nodal coordinatesoung modulus
A : 0 % Crossection area
I : 0 % Moment of inertia
nu : 0 % 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 % MaterialLinearElasticity ID
<END> % End of elements
<END> % End of loads
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