Buckling and Ultimate Strength of Ship and Ship-Like Floating Structures. (Record no. 113810)
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| fixed length control field | 11101nam a22004933i 4500 |
| 001 - CONTROL NUMBER | |
| control field | EBC4644118 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | MiAaPQ |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20240729130642.0 |
| 006 - FIXED-LENGTH DATA ELEMENTS--ADDITIONAL MATERIAL CHARACTERISTICS | |
| fixed length control field | m o d | |
| 007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION | |
| fixed length control field | cr cnu|||||||| |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 240724s2016 xx o ||||0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| International Standard Book Number | 9780128039120 |
| Qualifying information | (electronic bk.) |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| Canceled/invalid ISBN | 9780128038499 |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | (MiAaPQ)EBC4644118 |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | (Au-PeEL)EBL4644118 |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | (CaPaEBR)ebr11248287 |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | (CaONFJC)MIL947425 |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | (OCoLC)956988808 |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | MiAaPQ |
| Language of cataloging | eng |
| Description conventions | rda |
| -- | pn |
| Transcribing agency | MiAaPQ |
| Modifying agency | MiAaPQ |
| 050 #4 - LIBRARY OF CONGRESS CALL NUMBER | |
| Classification number | TA656.2.Y36 2016eb |
| 100 1# - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Yao, Tetsuya. |
| 245 10 - TITLE STATEMENT | |
| Title | Buckling and Ultimate Strength of Ship and Ship-Like Floating Structures. |
| 250 ## - EDITION STATEMENT | |
| Edition statement | 1st ed. |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE | |
| Place of production, publication, distribution, manufacture | San Diego : |
| Name of producer, publisher, distributor, manufacturer | Elsevier Science & Technology, |
| Date of production, publication, distribution, manufacture, or copyright notice | 2016. |
| 264 #4 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE | |
| Date of production, publication, distribution, manufacture, or copyright notice | ©2016. |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 1 online resource (538 pages) |
| 336 ## - CONTENT TYPE | |
| Content type term | text |
| Content type code | txt |
| Source | rdacontent |
| 337 ## - MEDIA TYPE | |
| Media type term | computer |
| Media type code | c |
| Source | rdamedia |
| 338 ## - CARRIER TYPE | |
| Carrier type term | online resource |
| Carrier type code | cr |
| Source | rdacarrier |
| 505 0# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | 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 Measurement -- 2.3.2 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 Plates -- 3.1.3 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. |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | 3.3.6 Elastic Large Deflection Analysis of Rectangular Plate Subjected to Uni-Axial Thrust -- 3.4 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 Equations -- 3.6 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 -- 4.2.2 Influence of Welding Residual Stress on Buckling Strength -- 4.3 Local Buckling Strength of Stiffened Plate Considering Web-Plate Interactions -- 4.3.1 Interaction Between Plate and Stiffener -- 4.3.2 Derivation of Interactive Buckling Strength -- 4.3.3 Influence of Plate-Stiffener Web Interaction on Local Buckling Strength -- 4.4 Secondary Buckling in Rectangular Plate Subjected to Uni-Axial Thrust -- 4.4.1 Elastic Secondary Buckling of Simply Supported Rectangular Plate -- 4.4.2 Static Equilibrium Path in Secondary Buckling of Short Plate Under Uni-Axial Thrust -- 4.4.3 Static Equilibrium Path in Secondary Buckling of Long Plate Under Uni-Axial Thrust. |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | 4.4.4 Secondary Buckling Strength of Rectangular Plate Under Uni-Axial Thrust -- 4.4.5 Influence of Out-of-Plane Boundary Conditions on Secondary Buckling Behavior -- 4.4.6 Dynamic Phenomena in Secondary Buckling Behavior -- 4.4.6.1 Loading path -- 4.4.6.2 Unloading path -- 4.5 Postbuckling Behavior and Ultimate Strength -- 4.5.1 Secondary Buckling and Buckling/Plastic Collapse Behavior -- 4.5.2 Buckling/Plastic Collapse Behavior: Short Plates -- 4.5.2.1 Fundamentals in buckling/plastic collapse behavior -- 4.5.2.2 Influence of yielding on development of deflection components -- 4.5.2.3 Relationship between initial yielding strength and ultimate strength -- 4.5.2.4 Influence of in-plane boundary conditions on buckling/plastic collapse behavior -- 4.5.2.5 Influence of initial deflection on buckling/plastic collapse behavior -- 4.5.2.6 Influence of welding residual stress on buckling/plastic collapse behavior -- 4.5.2.7 Dependence of ultimate strength on aspect ratio of short rectangular plates -- 4.5.3 Buckling/Plastic Collapse Behavior: Long Plates -- 4.5.4 Buckling/Plastic Collapse Behavior: Wide Plates -- 4.5.4.1 Wide rectangular plates in ship structures -- 4.5.4.2 Fundamental behavior during buckling/plastic collapse -- 4.6 Postultimate Strength Behavior of Rectangular Plate Under Uni-Axial Thrust -- 4.6.1 Plates for Analysis -- 4.6.2 Collapse Behavior Beyond Ultimate Strength -- 4.6.3 Deflection Modes Beyond Ultimate Strength -- 4.6.4 Concentration of Plastic Deformation Beyond Ultimate Strength -- 4.7 Buckling/Plastic Collapse Behavior of Rectangular Plates Under Uni-Axial Cyclic Loading -- 4.7.1 Buckling/Plastic Collapse Behavior of Short Plates Under Single Cyclic Loading -- 4.7.1.1 Residual deflection after compressive collapse -- 4.7.2 Buckling/Plastic Collapse Behavior of Short Plates Under Multicyclic Loading -- Exercises. |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | 4.8 Appendix: Application of Method of Least Squares to Derive Deflection Components From FEM Results -- 4.9 Appendix: Applicability of FEM Code to Buckling/Plastic Collapse Analysis of Plates Subjected to Cyclic Loading -- References -- Chapter 5: Buckling/Plastic Collapse Behavior and Strength of Rectangular Plates Subjected to Combined Loads -- 5.1 Collapse Behavior and Strength of Continuous Plates Under Combined Longitudinal/Transverse Thrust and Lateral Pressure ... -- 5.1.1 Model for Analysis -- 5.1.2 Influence of Loading Sequence on Buckling/Plastic Collapse Behavior -- 5.1.3 Influence of Lateral Pressure on Elastic Buckling Strength of Continuous Plate Under Combined Longitudinal/Transvers ... -- 5.1.4 Buckling/Plastic Collapse Behavior Under Combined Transverse Thrust and Lateral Pressure -- 5.1.4.1 Buckling/plastic collapse behavior -- 5.1.4.2 Influence of lateral pressure on ultimate compressive strength -- 5.1.4.3 Estimation of ultimate strength of continuous plating subjected to combined transverse thrust and lateral pressure -- Simply supported plate under transverse thrust -- Continuous plate which collapses in simply supported mode under combined transverse thrust and lateral pressure -- Clamped plate under transverse thrust -- Continuous plate which collapses in clamped mode under combined transverse thrust and lateral pressure -- Procedure and results of estimation -- 5.1.5 Buckling/Plastic Collapse Behavior Under Combined Longitudinal Thrust and Lateral Pressure -- 5.1.5.1 Model of continuous plating for analysis -- 5.1.5.2 Collapse behavior and ultimate strength -- 5.1.5.3 Estimation of ultimate compressive strength -- Ultimate strength under simply supported condition -- Ultimate strength under clamped condition -- Ultimate strength under combined longitudinal thrust and lateral pressure. |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | 5.1.6 Collapse Behavior Under Combined Bi-Axial Thrust and Lateral Pressure -- 5.2 Plates Under Combined Uni-Axial Thrust and Bending -- 5.2.1 Loading Conditions -- 5.2.2 Wide Rectangular Plates for Analysis -- 5.2.3 Method to Apply Combined Thrust and Bending Loads -- 5.2.4 Collapse Behavior Under Pure Bending -- 5.2.5 Collapse Behavior Under Pure Thrust -- 5.2.6 Collapse Behavior Under Combined Thrust and Bending Loads -- 5.2.7 Approximate Formulas to Evaluate Buckling/Ultimate Strength of Rectangular Plates Subjected to Combined Thrust and B ... -- 5.3 Plates Under Combined Uni-Axial Thrust and Shear Loads -- 5.3.1 Model for Analysis -- 5.3.2 Ultimate Strength Under Pure Shear -- 5.3.3 Ultimate Strength Under Combined Thrust and Shear -- Exercises -- 5.4 Appendix: Ultimate Strength of Strip Subjected to Axial Thrust -- References -- Chapter 6: Buckling/Plastic Collapse Behavior and Strength of Stiffened Plates -- 6.1 Buckling Collapse Behavior and Strength of Stiffened Plates -- 6.2 Buckling/Plastic Collapse Behavior and Strength of Continuous Stiffened Plates -- 6.2.1 Modeling of Continuous Stiffened Plate for FEM Analysis -- 6.2.1.1 Modeling extent in longitudinal direction -- 6.2.1.2 Modeling extent in transverse direction -- 6.2.2 Collapse Behavior of Stiffened Plates Under Longitudinal Thrust -- 6.2.2.1 Models for FEM collapse analysis -- 6.2.2.2 Modeling for FEM collapse analysis -- 6.2.2.3 Nonlinear FEM analysis -- 6.2.2.4 Initial deflection in FEM model -- 6.2.2.5 Ultimate strength and collapse behavior of stiffened plates under longitudinal thrust [5] -- 6.2.3 Collapse Behavior and Strength of Continuous Stiffened Plates Under Combined Longitudinal Thrust and Lateral Pressur ... -- 6.2.3.1 Modeling of continuous stiffened plates -- 6.2.3.2 Buckling/plastic collapse behavior under combined longitudinal thrust and lateral pressure. |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | 6.2.3.3 Influence of lateral pressure on collapse behavior and ultimate strength. |
| 588 ## - SOURCE OF DESCRIPTION NOTE | |
| Source of description note | Description based on publisher supplied metadata and other sources. |
| 590 ## - LOCAL NOTE (RLIN) | |
| Local note | Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2024. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Buckling (Mechanics). |
| 655 #4 - INDEX TERM--GENRE/FORM | |
| Genre/form data or focus term | Electronic books. |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Fujikubo, Masahiko. |
| 776 08 - ADDITIONAL PHYSICAL FORM ENTRY | |
| Relationship information | Print version: |
| Main entry heading | Yao, Tetsuya |
| Title | Buckling and Ultimate Strength of Ship and Ship-Like Floating Structures |
| Place, publisher, and date of publication | San Diego : Elsevier Science & Technology,c2016 |
| International Standard Book Number | 9780128038499 |
| 797 2# - LOCAL ADDED ENTRY--CORPORATE NAME (RLIN) | |
| Corporate name or jurisdiction name as entry element | ProQuest (Firm) |
| 856 40 - ELECTRONIC LOCATION AND ACCESS | |
| Uniform Resource Identifier | <a href="https://ebookcentral.proquest.com/lib/orpp/detail.action?docID=4644118">https://ebookcentral.proquest.com/lib/orpp/detail.action?docID=4644118</a> |
| Public note | Click to View |
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