sigma/4 r^2 -{sigma a^2}/2 ln r +C_4 +(sigma/4 r^2 + {{sigma a^4}/12}{1/{r^2}} -sigma/2)cos 2theta
sigma*r^2/4 - sigma* a^2 /2*log( r ) +C_4 +(-sigma*r^2/4- sigma*a^4 /(4*r^2) +sigma*a^2/2)*cos(2*theta)
Oops
OOPS! I went and started solving the wrong problem!
Is this asking about be a finite or semi-infinite (fixed width, infinite length) plate? (An infinite plate with a hole under uniform remote stress was worked in class.)
What is a “simple tensile load” in this context? (A point load results in infinite stress where it's applied.)
Assume this is a semi-infinite plate of thickness t and width b = 2c along x2, with a central hole of radius ar, and a load P applied uniformly across the finite width resulting in a stress σ = P/(b*t) far from the hole as x1 → ±∞.
- At x2 = ±c, σ12 = σ22 = 0
Polar to Cartesian coordinates:
- x1 = r cos θ;
- x2 = r sin θ.
Like the infinite case, this also has two-fold symmetry, so assume an Airy function.
- Φ(r,θ) = f1® + f2® cos 2θ.
- ∇4Φ =
= 0.
= 0.
= 0.
Let ζ = lnr, r≠0:
;
;
.
;
;
.
= 0.- =
= 0. - =
= 0.
Assuming
≠0, and since
≠0, solutions are the same as an infinite plane.


= 
Assuming
≠0, and trying f_1=ln x,
= 0- =
=0
Assuming
≠0, and since
≠0, then
=0
;
;
;
.