In this case the cantilever beam is subjected only to a transverse force of $\boldsymbol{F} = 10 \, \mathbf{E}_2$ in a single step.
In this case the cantilever beam is subjected only to a transverse force of in a single step. The simulation uses the following geometric and material properties from the literature:
Two values for the shear modulus are used with a shear stiffness of and , respectively, the latter representing the case with significant shear deformations. Table (#tab:transv) presents the numerical tip displacements and the analytic solution from using Jacobi elliptic functions and accounting for flexural and shear deformations. The analysis uses both 2-node and 4-node elements. For the sake of brevity, the results are reported only for the variants using the same parameterization as the wrapped element’s interpolation.