Finite Element Methods · Weak formulations, Galerkin projection, and variational structure
A prismatic Euler-Bernoulli beam element has length L=2.4 m and local degree-of-freedom…
Problem
A prismatic Euler-Bernoulli beam element has length \(L=2.4\,\text{m}\) and local degree-of-freedom vector \(\mathbf d=[w_1,\theta_1,w_2,\theta_2]^T\), where \(w\) is positive upward and \(\theta=dw/dx\). With \(\xi=x/L\), its Hermite interpolation is \(w(x)=N_1w_1+N_2\theta_1+N_3w_2+N_4\theta_2\), where \(N_1=1-3\xi^2+2\xi^3\), \(N_2=L(\xi-2\xi^2+\xi^3)\), \(N_3=3\xi^2-2\xi^3\), and \(N_4=L(-\xi^2+\xi^3)\). For \(\mathbf d=[4.0\,\text{mm},-3.0\,\text{mrad},-2.0\,\text{mm},5.0\,\text{mrad}]^T\), calculate \(w\), \(dw/dx\), and the Euler-Bernoulli curvature \(d^2w/dx^2\) at \(x=0.90\,\text{m}\). Use metres and radians in the calculation.
Hint
Convert millimetres to metres and milliradians to radians before multiplying by the shape functions.
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