Following similar procedures as in Section 10.9, establish a Westergaard stress function method for skew-symmetric crack problems. For this case, assume that loadings are applied skew-symmetrically with respect to the crack, thereby establishing that the normal stress σ_y vanishes along y = 0. Show that this leads to the following relations:

Data from section 10.9

Transcribed Image Text:

x = 2ReZ(z) ylmz' (z) %y = ylmz'(z) Txy=-ImZ(z) - YRez' (2)-B where Z(z) = 2y' (z) and B is a real constant.