Worst concentrated load conjecture for the free rectangular plate

Let Ω\Omega be the rectangular plate and let DD denote the hinged part of its boundary. Write Tπ/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, Tπ/2\overline T_{\pi/2} and Tπ/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.

Sources & referencesView supporting material

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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