Question: 2 . 2 Analysis of plane strain ( z = v z = x z = 0 ) shows that non - zero strains can

2.2 Analysis of plane strain (z=vz=xz=0) shows that non-zero strains can be represented by:
x=a+b(x2+y2)+x4+y4,v=c+d(x2+y2)+x4+y4,xv=e+fxy(x2+y2-g2)
where a,b,c,d,e,f and g are constants. Show that these are only possible if f=4 and b+d+2g2=
0. Hence derive the displacements from the strains.
Answer: u=Ax+b(x33+y2x)+x55+y4x+C3y+C1,v=cy+d(x2y+y33)+x4y+y55+C4x+C2
2 . 2 Analysis of plane strain ( z = v z = x z =

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