2D - Truss Analysis help
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Hello all, i've been trying to develop a MATLAB code to analyze a 2-D truss system because I thought it would be a good project to further my understanding (i'm a beginner)
My main function script is here:
function Project
E = 10200000;  % Modulus of Elasticity, Aluminum alloy (psi)
A = 200; % Cross-Sectional Area
L = 1; % Length of bar
EA = E*A;
elementNodes = [1 4; 2 4; 3 4; 4 6; 3 6; 3 5; 5 6; 5 7; 6 7];
nodeCoordinates = [0 1 ;0 0 ;1 1 ;1 0 ;2 1 ;2 0 ;3 1 ];
numberElements = size(elementNodes,1);
numberNodes = size(nodeCoordinates,1);
xx = nodeCoordinates(:,1);
yy = nodeCoordinates(:,2);
GDoF = 2 * numberNodes; % degrees of freedom
U = zeros(GDoF,1); % Displacement 
force = zeros(GDoF,1);
% gravitational loads
force(4)= -2500;
force(5)= -2500;
force(6)= -2500;
force(7)= -5000;
% system stiffness matrix
[stiffness]=formStiffness2Dtruss(GDoF,numberElements,elementNodes,numberNodes,nodeCoordinates,xx,yy,EA);
% boundary conditions
prescribedDoF = [1 2 10]';
% Solution
displacements = solution(DoF,prescribedDoF,stiffness,force);
us = 1:2:2*numberNodes-1;
vs = 2:2:2*numberNodes;
end
---------------------------- My second script formStiffness2Dtruss (stiffness matrix)- is here :
function formStiffness2Dtruss
elementNodes = [1 4; 2 4; 3 4; 4 6; 3 6; 3 5; 5 6; 5 7; 6 7];
nodeCoordinates = [0 1 ;0 0 ;1 1 ;1 0 ;2 1 ;2 0 ;3 1 ];
numberElements = size(elementNodes,1);
numberNodes = size(nodeCoordinates,1);
stiffness = zeros(numberNodes);
for e=1:numberElements;
% elementDof: element degrees of freedom (Dof)
GDoF=elementNodes(e,:) ;
stiffness(GDoF,GDoF)=stiffness(GDoF,GDoF)+[1 -1;-1 1];
end
end
--------------------------- When I try and run the main function I get the error
Error using formStiffness2Dtruss
Too many input arguments.
Error in Project (line 26)
[stiffness] =
formStiffness2Dtruss(GDoF,numberElements,elementNodes,numberNodes,nodeCoordinates,xx,yy,EA);
--------------------------- I'm not sure what's really going on and how to fix the problem. Any help would be greatly appreciated! Thanks! (To clarify the second script (stiffness matrix) runs fine on it's own)
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답변 (2개)
  per isakson
      
      
 2014년 7월 5일
        
      편집: per isakson
      
      
 2014년 7월 5일
  
      See:
- Programming Scripts and Functions
- Functions, Programs that accept inputs and return outputs
- Base and Function Workspaces
and do a few simple exercises
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