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Buckling and ultimate strength of ship and ship-like floating structures

Author: Tetsuya Yao; Masahiko Fujikubo
Publisher: Kidlington, Oxford, United Kingdom : Butterworth-Heinemann is an imprint of Elsevier, 2016.
Edition/Format:   eBook : Document : EnglishView all editions and formats
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Genre/Form: Electronic books
Material Type: Document, Internet resource
Document Type: Internet Resource, Computer File
All Authors / Contributors: Tetsuya Yao; Masahiko Fujikubo
ISBN: 9780128039120 0128039124
OCLC Number: 956988808
Notes: Includes index.
Description: 1 online resource.
Contents: Front Cover; Buckling and Ultimate Strength of Ship and Ship-like Floating Structures; Copyright; Contents; Preface; Acknowledgments; Chapter 1: Introduction; 1.1 Buckling/Plastic Collapse of Ship and Ship-Like Floating Structures; 1.2 Short Historical Review on Research Works; 1.3 Contents of the Text; Exercises; References; Chapter 2: Initial Imperfections due to Welding; 2.1 Initial Imperfections due to Welding; 2.2 Welding Residual Stress; 2.2.1 Welding Residual Stress in Panels; 2.2.2 Welding Residual Stress in Stiffened Panels; 2.3 Initial Distortion/Deflection. 2.3.1 Mechanism Producing Initial Distortion/Deflection and Its Measurement2.3.2 Shape of Initial Deflection in Panels; 2.3.3 Magnitude of Initial Deflection in Panels; 2.3.4 Initial Deflection in Longitudinal Stiffeners; 2.4 Setting of Initial Imperfections due to Welding in Buckling/Plastic Collapse Analysis; Exercises; References; Chapter 3: Fundamental Theory and Methods of Analysis to Simulate Buckling/Plastic Collapse Behavior; 3.1 Deflection Mode of Plates and Stiffened Plates in Buckling/Plastic Collapse Behavior; 3.1.1 Buckling Collapse Behavior of Plates. 3.1.2 Buckling Collapse Behavior of Stiffened Plates3.1.3 Buckling Collapse Behavior of Stiffeners; 3.2 Buckling Strength Analysis; 3.2.1 General Theory for a Rectangular Plate; 3.2.2 Elastic Buckling Strength of a Rectangular Plate Under Uni-Axial Thrust; 3.3 Elastic Large Deflection Analysis of Rectangular Plate Subjected to Combined Loads; 3.3.1 Assumed Deflection Mode; 3.3.2 In-Plane Stress and Strain; 3.3.3 Bending Stress and Strain; 3.3.4 Overall Shrinkage and Shear Deformation Considering Large Deflection Effects; 3.3.5 Elastic Large Deflection Behavior. 3.3.6 Elastic Large Deflection Analysis of Rectangular Plate Subjected to Uni-Axial Thrust3.4 Elastoplastic Large Deflection Analysis; 3.4.1 Fundamentals; 3.4.2 Displacement Field in the Element; 3.4.3 Strain-Displacement Relationships; 3.4.4 Stress-Strain Relationships; 3.4.5 Introduction of Virtual Stiffness; 3.4.6 Derivation of the Stiffness Matrix; Exercises; 3.5 Appendix: Fundamental Equations for Elastic Large Deflection Analysis Assuming General Deflection Mode; 3.5.1 Airy's Stress Function; 3.5.2 In-Plane Stress and Strain Components; 3.5.3 Bending Strain and Stress Components. 3.5.4 Coefficients in Fundamental Equations3.6 Appendix: Derivation of EQ. 3.83 for Strain-Displacement Relationship; 3.7 Appendix: Derivation of Initial Stress Stiffness Matrix; References; Chapter 4: Buckling/Plastic Collapse Behavior and Strength of Rectangular Plate Subjected to Uni-Axial Thrust; 4.1 Possible Buckling Modes/Behavior; 4.1.1 Buckling; 4.1.2 Elastic Postbuckling Behavior of Short Plate; 4.1.3 Elastic Postbuckling Behavior of Long Plate; 4.2 Buckling Strength; 4.2.1 Influence of Boundary Condition on Buckling Strength.
Responsibility: Tetsuya Yao, Masahiko Fujikubo.

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