An Elastic, linear, wedge-shaped thin plate ABC is fixed along line BC and loaded with
a concentrated Moment A above point A as shown in the figure.
Assume known Elastic constants $E, \nu$, and neglect body forces. (Own weight).
A. Write the appropriate boundary condition for the given case. (according to the
Saint Venant's Principle*)
B. Found the appropriate stress field using the Airy function:
$\phi = A + B(\sin2\alpha - 2\alpha \cos2\alpha)/[2(\sin2\alpha - 2\alpha \cos2\alpha)]$
A,B - constants.
*The boundary conditions are to be written in a \"compact\" form such as:
$\sigma_\theta (r, \alpha) = 0$
$\tau_{r\theta} (r, \alpha) = 0$