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| 001 | EBC4644118 | ||
| 003 | MiAaPQ | ||
| 005 | 20240729130642.0 | ||
| 006 | m o d | | ||
| 007 | cr cnu|||||||| | ||
| 008 | 240724s2016 xx o ||||0 eng d | ||
| 020 |
_a9780128039120 _q(electronic bk.) |
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| 020 | _z9780128038499 | ||
| 035 | _a(MiAaPQ)EBC4644118 | ||
| 035 | _a(Au-PeEL)EBL4644118 | ||
| 035 | _a(CaPaEBR)ebr11248287 | ||
| 035 | _a(CaONFJC)MIL947425 | ||
| 035 | _a(OCoLC)956988808 | ||
| 040 |
_aMiAaPQ _beng _erda _epn _cMiAaPQ _dMiAaPQ |
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| 050 | 4 | _aTA656.2.Y36 2016eb | |
| 100 | 1 | _aYao, Tetsuya. | |
| 245 | 1 | 0 | _aBuckling and Ultimate Strength of Ship and Ship-Like Floating Structures. |
| 250 | _a1st ed. | ||
| 264 | 1 |
_aSan Diego : _bElsevier Science & Technology, _c2016. |
|
| 264 | 4 | _c©2016. | |
| 300 | _a1 online resource (538 pages) | ||
| 336 |
_atext _btxt _2rdacontent |
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| 337 |
_acomputer _bc _2rdamedia |
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| 338 |
_aonline resource _bcr _2rdacarrier |
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| 505 | 0 | _aFront 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 | _a3.3.6 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 | _a4.4.4 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 | _a4.8 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 | _a5.1.6 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 | _a6.2.3.3 Influence of lateral pressure on collapse behavior and ultimate strength. | |
| 588 | _aDescription based on publisher supplied metadata and other sources. | ||
| 590 | _aElectronic 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 | _aBuckling (Mechanics). | |
| 655 | 4 | _aElectronic books. | |
| 700 | 1 | _aFujikubo, Masahiko. | |
| 776 | 0 | 8 |
_iPrint version: _aYao, Tetsuya _tBuckling and Ultimate Strength of Ship and Ship-Like Floating Structures _dSan Diego : Elsevier Science & Technology,c2016 _z9780128038499 |
| 797 | 2 | _aProQuest (Firm) | |
| 856 | 4 | 0 |
_uhttps://ebookcentral.proquest.com/lib/orpp/detail.action?docID=4644118 _zClick to View |
| 999 |
_c113810 _d113810 |
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