The apparent width of the plate in compression

K. Marguerre

University of North Texas Digital Library (University of North Texas) · 1937 · 37 citations · 0 references

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Abstract

The following investigation treats the load capacity of a rectangular plate stressed in compression on one direction (x) beyond the buckling limit. The plate is rotatable (i.e., free from moments) supported at all four sides by bending-resistant beams.