FEM-Course-Matlab/17.接触问题matlab有限元编程/fem-contact/ele_stiff_matrix.m

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2024-01-28 16:46:36 +00:00
function ke=ele_stiff_matrix(E_ID,Nodes,Elements,E,u,Width)
ENodes(:,1) = Elements(E_ID,:);
iN = size(ENodes,1);
ke = zeros(2*iN,2*iN);
D=[E/(1-u^2),u*E/(1-u^2),0;
u*E/(1-u^2),E/(1-u^2),0;
0,0,E/(2*(1+u))];
% <EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD>˹<EFBFBD><EFBFBD><EFBFBD>ֵ<EFBFBD><EFBFBD><EFBFBD><EFBFBD><EFBFBD>
kesi_yita=[-1/sqrt(3),-1/sqrt(3);1/sqrt(3),-1/sqrt(3);1/sqrt(3),1/sqrt(3);-1/sqrt(3),1/sqrt(3)];
w=[1,1];ww=[w(1)*w(1),w(2)*w(1),w(1)*w(1),w(1)*w(2)];
% <EFBFBD><EFBFBD>˹<EFBFBD><EFBFBD><EFBFBD>ּ<EFBFBD><EFBFBD>Ԫ<EFBFBD>նȾ<EFBFBD><EFBFBD><EFBFBD>
for i=1:4
kesi=kesi_yita(i,1);yita=kesi_yita(i,2); %kesiyita<EFBFBD><EFBFBD>?
J = Jacobi(E_ID,kesi,yita,Elements,Nodes); % <EFBFBD>ſɱȾ<EFBFBD><EFBFBD><EFBFBD>
% J=Q4_J(kesi,yita,xy); %J
A=1/det(J)*[ J(2,2),-J(1,2), 0, 0;
0, 0,-J(2,1), J(1,1);
-J(2,1), J(1,1), J(2,2),-J(1,2)]; %JA
G=Q4_G(kesi,yita); %G
B=A*G; %AGBB<EFBFBD><EFBFBD>?
ke=ke+ww(i)*B'*D*B*Width*det(J);
end
end