NURBS-Based Isogeometric Analysis of Beams and Plates Using High Order Shear Deformation Theory

Figure 7

The distributions of (a) normal stress 𝜎_𝑥 and (b) shear stress 𝜏_𝑥𝑧 along thickness in a simply supported plate at location 𝑙=(0.3𝐿,0.3𝐿).

(a)

(b)