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

Figure 6

The distributions of (a) normal stress 𝜎_𝑥 and (b) shear stress 𝜏_𝑥𝑧 along thickness in a SS beam at location 𝑙=0.3𝐿.

(a)

(b)