This paper addresses the collapse strength of rectangular steel plates under uniaxial compressive stress. A set of typical patterns of initial distortions are simulated so as to represent a random sample of typical distortions in ship plating. The strength of the set of initially distorted plates is
โฆ LIBER โฆ
Buckling of unstiffened compression curved plates
โ Scribed by Th. Jacques; R. Maquoi; G. Fonder
- Publisher
- Elsevier Science
- Year
- 1983
- Tongue
- English
- Weight
- 605 KB
- Volume
- 3
- Category
- Article
- ISSN
- 0143-974X
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