Ultimate Limit State Analysis and Design of Plated Structures
Covering a variety of marine and land-based applications, this volume reviews and describes procedures for designing steel-plated structures such as ships, offshore platforms, power and chemical plants, and box- girder cranes and bridges. Paik (naval architecture and ocean engineering, Pusan National U., Korea) and Thayamballi (Chevron Shipping Company) discuss serviceability and ultimate limit state design of steel structural systems and components, progressive collapse, design of damage tolerant structures in the context of marine accidents, and age-related degradation. The volume includes derivations of basic mathematical expressions, and serves as a text and reference for students, structural designers, or researchers in civil, marine, mechanical, and offshore engineering. Annotation ©2003 Book News, Inc., Portland, OR
1132998258
Ultimate Limit State Analysis and Design of Plated Structures
Covering a variety of marine and land-based applications, this volume reviews and describes procedures for designing steel-plated structures such as ships, offshore platforms, power and chemical plants, and box- girder cranes and bridges. Paik (naval architecture and ocean engineering, Pusan National U., Korea) and Thayamballi (Chevron Shipping Company) discuss serviceability and ultimate limit state design of steel structural systems and components, progressive collapse, design of damage tolerant structures in the context of marine accidents, and age-related degradation. The volume includes derivations of basic mathematical expressions, and serves as a text and reference for students, structural designers, or researchers in civil, marine, mechanical, and offshore engineering. Annotation ©2003 Book News, Inc., Portland, OR
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Ultimate Limit State Analysis and Design of Plated Structures

Ultimate Limit State Analysis and Design of Plated Structures

by Jeom Kee Paik
Ultimate Limit State Analysis and Design of Plated Structures

Ultimate Limit State Analysis and Design of Plated Structures

by Jeom Kee Paik

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Overview

Covering a variety of marine and land-based applications, this volume reviews and describes procedures for designing steel-plated structures such as ships, offshore platforms, power and chemical plants, and box- girder cranes and bridges. Paik (naval architecture and ocean engineering, Pusan National U., Korea) and Thayamballi (Chevron Shipping Company) discuss serviceability and ultimate limit state design of steel structural systems and components, progressive collapse, design of damage tolerant structures in the context of marine accidents, and age-related degradation. The volume includes derivations of basic mathematical expressions, and serves as a text and reference for students, structural designers, or researchers in civil, marine, mechanical, and offshore engineering. Annotation ©2003 Book News, Inc., Portland, OR

Product Details

ISBN-13: 9781119367789
Publisher: Wiley
Publication date: 03/02/2018
Sold by: JOHN WILEY & SONS
Format: eBook
Pages: 672
File size: 79 MB
Note: This product may take a few minutes to download.

About the Author

JEOM KEE PAIK
University College London, UK and Pusan National University, Korea

DR. JEOM KEE PAIK is Professor of Marine Technology in the Department of Mechanical Engineering at University College London in the UK and Professor of Safety Design and Engineering in the Department of Naval Architecture and Ocean Engineering at Pusan National University in Korea. He is an honorary professor at University of Strathclyde, Glasgow, UK, and at Southern University of Science and Technology, Shenzhen, China.

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Table of Contents

Preface xvii

About the Author xix

How to Use This Book xxi

1 Principles of Limit State Design 1

1.1 Structural Design Philosophies 1

1.2 Allowable Stress Design Versus Limit State Design 7

1.3 Mechanical Properties of Structural Materials 17

1.4 Strength Member Types for Plated Structures 39

1.5 Types of Loads 41

1.6 Basic Types of Structural Failure 42

1.7 Fabrication Related Initial Imperfections 43

1.8 Age Related Structural Degradation 60

1.9 Accident Induced Damage 73

References 73

2 Buckling and Ultimate Strength of Plate–Stiffener Combinations: Beams, Columns, and Beam–Columns 79

2.1 Structural Idealizations of Plate–Stiffener Assemblies 79

2.2 Geometric Properties 82

2.3 Material Properties 82

2.4 Modeling of End Conditions 83

2.5 Loads and Load Effects 84

2.6 Effective Width Versus Effective Breadth of Attached Plating 85

2.7 Plastic Cross-Sectional Capacities 93

2.8 Ultimate Strength of the Plate–Stiffener Combination Model Under Bending 100

2.9 Ultimate Strength of the Plate–Stiffener Combination Model Under Axial Compression 110

2.10 Ultimate Strength of the Plate–Stiffener Combination Model Under Combined Axial Compression and Bending 126

References 132

3 Elastic and Inelastic Buckling Strength of Plates Under Complex Circumstances 135

3.1 Fundamentals of Plate Buckling 135

3.2 Geometric and Material Properties 136

3.3 Loads and Load Effects 136

3.4 Boundary Conditions 137

3.5 Linear Elastic Behavior 138

3.6 Elastic Buckling of Simply Supported Plates Under Single Types of Loads 138

3.7 Elastic Buckling of Simply Supported Plates Under Two Load Components 139

3.8 Elastic Buckling of Simply Supported Plates Under More than Three Load Components 147

3.9 Elastic Buckling of Clamped Plates 149

3.10 Elastic Buckling of Partially Rotation Restrained Plates 149

3.11 Effect of Welding Induced Residual Stresses 158

3.12 Effect of Lateral Pressure Loads 159

3.13 Effect of Opening 163

3.14 Elastic–Plastic Buckling Strength 168

References 176

4 Large-Deflection and Ultimate Strength Behavior of Plates 179

4.1 Fundamentals of Plate Collapse Behavior 179

4.2 Structural Idealizations of Plates 185

4.3 Nonlinear Governing Differential Equations of Plates 189

4.4 Elastic Large-Deflection Behavior of Simply Supported Plates 191

4.5 Elastic Large-Deflection Behavior of Clamped Plates 201

4.6 Elastic Large-Deflection Behavior of Partially Rotation Restrained Plates 206

4.7 Effect of the Bathtub Deflection Shape 210

4.8 Evaluation of In-Plane Stiffness Reduction Due to Deflection 214

4.9 Ultimate Strength 234

4.10 Effect of Opening 251

4.11 Effect of Age Related Structural Deterioration 257

4.12 Effect of Local Denting Damage 260

4.13 Average Stress–Average Strain Relationship of Plates 261

References 267

5 Elastic and Inelastic Buckling Strength of Stiffened Panels and Grillages 271

5.1 Fundamentals of Stiffened Panel Buckling 271

5.2 Structural Idealizations of Stiffened Panels 272

5.3 Overall Buckling Versus Local Buckling 277

5.4 Elastic Overall Buckling Strength 278

5.5 Elastic Local Buckling Strength of Plating Between Stiffeners 283

5.6 Elastic Local Buckling Strength of Stiffener Web 283

5.7 Elastic Local Buckling Strength of Stiffener Flange 289

5.8 Lateral-Torsional Buckling Strength of Stiffeners 291

5.9 Elastic–Plastic Buckling Strength 299

References 299

6 Large-Deflection and Ultimate Strength Behavior of Stiffened Panels and Grillages 301

6.1 Fundamentals of Stiffened Panel Ultimate Strength Behavior 301

6.2 Classification of Panel Collapse Modes 302

6.3 Structural Idealizations of Stiffened Panels 305

6.4 Nonlinear Governing Differential Equations of Stiffened Panels 307

6.5 Elastic Large-Deflection Behavior After Overall Grillage Buckling 311

6.6 Ultimate Strength 315

6.7 Effects of Age Related and Accident Induced Damages 323

6.8 Benchmark Studies 323

References 331

7 Buckling and Ultimate Strength of Plate Assemblies: Corrugated Panels, Plate Girders, Box Columns, and Box Girders 333

7.1 Introduction 333

7.2 Ultimate Strength of Corrugated Panels 334

7.3 Ultimate Strength of Plate Girders 337

7.4 Ultimate Strength of Box Columns 347

7.5 Ultimate Strength of Box Girders 349

7.6 Effect of Age Related Structural Degradation 365

7.7 Effect of Accident Induced Structural Damage 365

References 366

8 Ultimate Strength of Ship Hull Structures 369

8.1 Introduction 369

8.2 Characteristics of Ship’s Hull Structures 369

8.3 Lessons Learned from Accidents 377

8.4 Fundamentals of Vessel’s Hull Girder Collapse 380

8.5 Characteristics of Ship Structural Loads 387

8.6 Calculations of Ship’s Hull Girder Loads 388

8.7 Minimum Section Modulus Requirement 392

8.8 Determination of Ultimate Hull Girder Strength 394

8.9 Safety Assessment of Ships 396

8.10 Effect of Lateral Pressure Loads 398

8.11 Ultimate Strength Interactive Relationships Between Combined Hull Girder Loads 403

8.12 Shakedown Limit State Associated with Hull Girder Collapse 408

8.13 Effect of Age Related Structural Degradation 410

8.14 Effect of Accident Induced Structural Damage 413

References 417

9 Structural Fracture Mechanics 421

9.1 Fundamentals of Structural Fracture Mechanics 421

9.2 Basic Concepts for Structural Fracture Mechanics Analysis 424

9.3 More on LEFM and the Modes of Crack Extension 427

9.4 Elastic–Plastic Fracture Mechanics 432

9.5 Fatigue Crack Growth Rate and Its Relationship to the Stress Intensity Factor 441

9.6 Buckling Strength of Cracked Plate Panels 443

9.7 Ultimate Strength of Cracked Plate Panels 450

References 467

10 Structural Impact Mechanics 471

10.1 Fundamentals of Structural Impact Mechanics 471

10.2 Load Effects Due to Impact 473

10.3 Material Constitutive Equation of Structural Materials Under Impact Loading 476

10.4 Ultimate Strength of Beams Under Impact Lateral Loads 485

10.5 Ultimate Strength of Columns Under Impact Axial Compressive Loads 487

10.6 Ultimate Strength of Plates Under Impact Lateral Pressure Loads 489

10.7 Ultimate Strength of Stiffened Panels Under Impact Lateral Loads 494

10.8 Crushing Strength of Plate Assemblies 494

10.9 Tearing Strength of Plates and Stiffened Panels 502

10.10 Impact Perforation of Plates 508

10.11 Impact Fracture of Plates and Stiffened Panels at Cold Temperature 510

10.12 Ultimate Strength of Plates Under Impact Axial Compressive Loads 511

10.13 Ultimate Strength of Dented Plates 513

References 533

11 The Incremental Galerkin Method 539

11.1 Features of the Incremental Galerkin Method 539

11.2 Structural Idealizations of Plates and Stiffened Panels 539

11.3 Analysis of the Elastic–Plastic Large-Deflection Behavior of Plates 542

11.4 Analysis of the Elastic–Plastic Large-Deflection Behavior of Stiffened Panels 552

11.5 Applied Examples 572

References 586

12 The Nonlinear Finite Element Method 587

12.1 Introduction 587

12.2 Extent of the Analysis 587

12.3 Types of Finite Elements 588

12.4 Mesh Size of Finite Elements 588

12.5 Material Modeling 593

12.6 Boundary Condition Modeling 596

12.7 Initial Imperfection Modeling 597

12.8 Order of Load Component Application 598

References 601

13 The Intelligent Supersize Finite Element Method 603

13.1 Features of the Intelligent Supersize Finite Element Method 603

13.2 Nodal Forces and Nodal Displacements of the Rectangular Plate Element 604

13.3 Strain versus Displacement Relationship 605

13.4 Stress versus Strain Relationship 607

13.5 Tangent Stiffness Equation 608

13.6 Stiffness Matrix for the Displacement Component, θ z 611

13.7 Displacement (Shape) Functions 611

13.8 Local to Global Transformation Matrix 612

13.9 Modeling of Flat Bar Stiffener Web and One-Sided Stiffener Flange 612

13.10 Applied Examples 613

References 632

Appendices 635

A.1 Source Listing of the FORTRAN Computer Program CARDANO 635

A.2 SI Units 636

A.3 Density and Viscosity of Water and Air 638

A.4 Scaling Laws for Physical Model Testing 638

Index 643

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