Here , , and . The Euler-Lagrange equation for a second-derivative functional is thereforeWrite . After imposing the clamped conditions at zero, the general solution isFree right endpoint. Both endpoint variations are free, so the natural boundary conditions for second-derivative functionals give . Since and , they give , . HenceRight endpoint with fixed height and free slope. Now is imposed, while the free slope gives . These equations yield and , soBoth endpoints clamped. The right conditions are , giving , . ThusEach 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.
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. Articles by others on the same topic
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