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Compressive strength of ship hull girders

Author: H Becker; A Coloa; United States. Naval Sea Systems Command.; Sanders Associates.
Publisher: Washingston : Ship Structure Committee ; Springfield, Va. : For sale by the National Technical Information Service, 1977.
Series: Ship Structure Committee publications, 267.
Edition/Format:   Print book : National government publication : EnglishView all editions and formats
Summary:
Part III examines a phenomenological theory has been developed for predicting the ultimate strength of rectangular structural plates loaded in uniaxial longitudinal compression, uniaxial transverse compression and biaxial compression. The effects of normal pressure also were considered. The theory was found to be in reasonable agreement with experimental data. Certain areas of the theory and some of the experiments  Read more...
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Genre/Form: Charts, diagrams, etc
Additional Physical Format: Online version:
Becker, H.
Compressive strength of ship hull girders.
Washingston : Ship Structure Committee ; Springfield, Va. : For sale by the National Technical Information Service, 1977
(OCoLC)762113009
Material Type: Government publication, National government publication
Document Type: Book
All Authors / Contributors: H Becker; A Coloa; United States. Naval Sea Systems Command.; Sanders Associates.
OCLC Number: 3422056
Notes: At head of title: Final technical report on project SR-206, "Small hull girder model."
Prepared by Sanders Associates, Inc. under Dept. of the Navy, Naval Ship Systems Command contract N00024-72-C-5565.
Description: viii, 66, [1] pages : diagrams, graphs ; 26 cm.
Contents: pt. 3. Theory and additional experiments.
Series Title: Ship Structure Committee publications, 267.
Responsibility: by H. Becker and A. Colao.

Abstract:

Part III examines a phenomenological theory has been developed for predicting the ultimate strength of rectangular structural plates loaded in uniaxial longitudinal compression, uniaxial transverse compression and biaxial compression. The effects of normal pressure also were considered. The theory was found to be in reasonable agreement with experimental data. Certain areas of the theory and some of the experiments require additional study. The longitudinal compression theory was found to agree well with corresponding theories of other investigators. Other results of broad interest are the demonstration of the applicability of a biaxial plasticity law to biaxial strength theory and the delineation of a method for selecting an optimum material for compression strength. The use of stress-strain curves for strain analysis of critical and ultimate strengths is described. They were employed to construct theoretical strength curves. Theoretical relations and corresponding curves have been developed for perfect plates. The effects of strength degrading factors are discussed and the analysis of residual stress effects is included.

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