FEM-Course-Matlab/14.弹性地基梁的matlab有限元编程/FrameElementKeLocal2.m

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2024-01-28 16:46:36 +00:00
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function [Ke_local] = FrameElementKeLocal(A,E,I,R,BarLength)
global m D
L=BarLength;
k=m*D*L;
k1=k;
k2=k;
Ke_local=[E*A/L 0 0 -E*A/L 0 0
0 12*E*I/L^3+4*k1*L/15+k2*L/12 6*E*I/L^2 0 -12*E*I/L^3+k1*L/12+k2*L/15 6*E*I/L^2;
0 6*E*I/L^2+k1*L^2/30+k2*L^2/60 4*E*I/L 0 -6*E*I/L^2+k1*L^2/60+k2*L^2/60 2*E*I/L ;
-E*A/L 0 0 E*A/L 0 0
0 -12*E*I/L^3+k1*L/15+k2*L/12 -6*E*I/L^2 0 12*E*I/L^3+k1*L/12+4*k2*L/15 -6*E*I/L^2;
0 6*E*I/L^2-k1*L^2/60-k2*L^2/60 2*E*I/L 0 -6*E*I/L^2-k1*L^2/60-k2*L^2/30 4*E*I/L ];
end