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Author Yao, Tetsuya, author.

Title Buckling and ultimate strength of ship and ship-like floating structures / Tetsuya Yao, Masahiko Fujikubo.

Publication Info. Kidlington, Oxford, United Kingdom : Butterworth-Heinemann is an imprint of Elsevier, 2016.

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Location Call No. OPAC Message Status
 Axe Elsevier ScienceDirect Ebook  Electronic Book    ---  Available
Description 1 online resource
text txt rdacontent
computer c rdamedia
online resource cr rdacarrier
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.
Note Includes index.
Online resource; title from PDF title page (SpringerLink, viewed August 25, 2016).
Subject Ships -- Materials -- Elastic properties.
Buckling (Mechanics)
Naval architecture.
Navires -- Matériaux -- Propriétés élastiques.
Flambage (Résistance des matériaux)
Architecture navale.
warping.
buckling.
naval architecture.
TECHNOLOGY & ENGINEERING -- Military Science.
Buckling (Mechanics)
Naval architecture
Added Author Fujikubo, Masahiko, author.
Other Form: Print version : 9780128038499
ISBN 9780128039120 (electronic bk.)
0128039124 (electronic bk.)
0128038497
9780128038499
9780128038499 (print)
Standard No. AU@ 000058887078
AU@ 000066136271
AU@ 000068133601
CHBIS 010796386
CHNEW 001013749
CHVBK 403940176
DEBSZ 482472995
GBVCP 879399287
UKMGB 017969422

 
    
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