Solution

ID: past-exam-of-the-short-options-course-of-the-university-of-oxford/2014/5/b/solution

Here , , and . The Euler-Lagrange equation for a second-derivative functional is therefore
Write . After imposing the clamped conditions at zero, the general solution is
Free right endpoint. Both endpoint variations are free, so the natural boundary conditions for second-derivative functionals give . Since and , they give , . Hence
Right endpoint with fixed height and free slope. Now is imposed, while the free slope gives . These equations yield and , so
Both endpoints clamped. The right conditions are , giving , . Thus
Each formula has fourth derivative and satisfies all four boundary conditions of its case. The three endpoint choices therefore change the integration constants, not the interior differential equation.
Figure 1.
Elastic beam deflections under three right-end boundary conditions
. Original dimensionless plots of the three quartic solutions. Each beam is clamped horizontally at the left. Requiring the right height, then the right slope as well, progressively restricts the admissible deflections. Details.

New to topics? Read the docs here!