Elastic Shear Buckling Coefficients for Oblique Plates

Figure 8

Buckling modes obtained from the energy method corresponding to Figure 7. (a) Pinned supported edges at θ = 0°. (b) Pinned supported edges at θ = 10° in the positive direction. (c) Pinned supported edges at θ = 10° in the negative direction. (d) Pinned supported edges at θ = 30° in the positive direction. (e) Pinned supported edges at θ = 30° in the negative direction.

(a)

(b)

(c)

(d)

(e)