Worst concentrated load conjecture for the free rectangular plate

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Let Ω\Omega be the rectangular plate and let DD denote the hinged part of its boundary. Write T‾π/2\overline T_{\pi/2} for the normalized odd concentrated load at the boundary point corresponding to the angle π/2\pi/2. When D=∅D=\emptyset, the free plate case, the relevant worst case problem is the maximization of the gap function over normalized couples of odd concentrated loads.

Worst concentrated load conjecture. When D=∅D=\emptyset, T‾π/2\overline T_{\pi/2} and −T‾π/2-\overline T_{\pi/2} are the unique maximizers of the worst case problem.

The conjecture identifies the boundary load expected to produce the largest torsional displacement in the free plate case; the paper states it as an open problem after noting that the corresponding explicit representation is unavailable for more general odd concentrated loads.

References

Primary source

Elvise Berchio, Davide Buoso, Filippo Gazzola and Davide Zucco, “A Minimaxmax Problem for Improving the Torsional Stability of Rectangular Plates”, arXiv:1802.07230 (2018).

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