Investigation of long rectangular mild steel plate clamped at edges and subjected to uniform normal load; analysis of plate behavior is given support by experimental work, which also suggests that analysis is valid for panels of ship plating with side ratio of 3:1 or more; simple formulas which can be used to obtain practical load carrying capacity of elastically restrained ship plates. (See also - discussion p 163-5)
Ship plating loaded beyond elastic limit
Instn Naval Architects -- Trans
1959
20 pages
Article (Journal)
English
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