Question

Refer to the cascaded circuit below. First do dc a

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Answer #1

nel= 3; a few parts

nnodes= 4; a few nodes

nDOF= 1; you a large number of degrees of freedom per node

sDOF= nnodes*nDOF; the whole range of degrees of freedom in our structure.

G= [80*10^9;40*10^9;20*10^9]; elasticity modulus

L= [0.5;08;0.3]; shortened of members

d= [0.08; 0.06; 0.04]; %diameters of members as outlined during a vector.

F= [3000; 2000; 800]; to strengthen vector collectiong all of the applied moments

K= zeros(sDOF); %preallocation of the world stiffness matrix

for iel= 1:nel

    elk= torsion1(G,L,d(iel));

    K(iel:iel+1, iel:iel+1)= cervid + K(iel:iel+1, iel:iel+1);

end %for

K_ff= K(2:end, 2:end); to use boundary condistions ( partition )

U_f= K_ff\F;

K_sf= K(1, 2:end);

P_s= K_sf*U_f;

perform [elk]= torsion1(G,L,d) a monotonous = shea modulus in pascals, L = length in meters and d = diameter in meters.

Ip= pi*d^4/32; the concerns polar intertia for shaft

K_T= G*Ip/L; the concerns stiffness

elk= K_T*[1 -1;-1 1]; the concerns nodal stiffness matrix

perform [U_f,T_s]= Shaft(N,G,L,d,T)

the concerns N = range of parts

penicillin = vector for shear modulus of every part

the concerns L = vector for length of every part

viosterol = vector for diameter of every part

to perfection = vector for outwardly applied moments

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