Ultimate Limit State Analysis and Design of Plated Structures
2nd Edition
Published on 27. April 2018
Book
Hardback
672 pages
978-1-119-36779-6 (ISBN)
Description
Reviews and describes both the fundamental and practical design procedures for the ultimate limit state design of ductile steel plated structures
The new edition of this well-established reference reviews and describes both fundamentals and practical design procedures for steel plated structures. The derivation of the basic mathematical expressions is presented together with a thorough discussion of the assumptions and the validity of the underlying expressions and solution methods.
Furthermore, this book is also an easily accessed design tool, which facilitates learning by applying the concepts of the limit states for practice using a set of computer programs, which can be downloaded.
Ultimate Limit State Design of Steel Plated Structures provides expert guidance on mechanical model test results as well as nonlinear finite element solutions, sophisticated design methodologies useful for practitioners in industries or research institutions, and selected methods for accurate and efficient analyses of nonlinear behavior of steel plated structures both up to and after the ultimate strength is reached.
Covers recent advances and developments in the field
Includes new topics on constitutive equations of steels, test database associated with low/elevated temperature, and strain rates
Includes a new chapter on a semi-analytical method
Supported by a companion website with illustrative example data sheets
Provides results for existing mechanical model tests
Offers a thorough discussion of assumptions and the validity of underlying expressions and solution methods
Designed as both a textbook and a handy reference, Ultimate Limit State Design of Steel Plated Structures, Second Edition is well suited to teachers and university students who are approaching the limit state design technology of steel plated structures for the first time. It also meets the needs of structural designers or researchers who are involved in civil, marine, and mechanical engineering as well as offshore engineering and naval architecture.
The new edition of this well-established reference reviews and describes both fundamentals and practical design procedures for steel plated structures. The derivation of the basic mathematical expressions is presented together with a thorough discussion of the assumptions and the validity of the underlying expressions and solution methods.
Furthermore, this book is also an easily accessed design tool, which facilitates learning by applying the concepts of the limit states for practice using a set of computer programs, which can be downloaded.
Ultimate Limit State Design of Steel Plated Structures provides expert guidance on mechanical model test results as well as nonlinear finite element solutions, sophisticated design methodologies useful for practitioners in industries or research institutions, and selected methods for accurate and efficient analyses of nonlinear behavior of steel plated structures both up to and after the ultimate strength is reached.
Covers recent advances and developments in the field
Includes new topics on constitutive equations of steels, test database associated with low/elevated temperature, and strain rates
Includes a new chapter on a semi-analytical method
Supported by a companion website with illustrative example data sheets
Provides results for existing mechanical model tests
Offers a thorough discussion of assumptions and the validity of underlying expressions and solution methods
Designed as both a textbook and a handy reference, Ultimate Limit State Design of Steel Plated Structures, Second Edition is well suited to teachers and university students who are approaching the limit state design technology of steel plated structures for the first time. It also meets the needs of structural designers or researchers who are involved in civil, marine, and mechanical engineering as well as offshore engineering and naval architecture.
More details
Edition
2nd edition
Language
English
Place of publication
New York
United States
Target group
Professional and scholarly
Product notice
sewn/stitched
Cloth over boards
Dimensions
Height: 250 mm
Width: 175 mm
Thickness: 40 mm
Weight
1319 gr
ISBN-13
978-1-119-36779-6 (9781119367796)
Copyright in bibliographic data and cover images is held by Nielsen Book Services Limited or by the publishers or by their respective licensors: all rights reserved.
Schweitzer Classification
Other editions
Additional editions
E-Book
03/2018
2nd Edition
Wiley-ISTE
€114.99
Available for download
E-Book
03/2018
2nd Edition
Wiley-ISTE
€114.99
Available for download
Previous edition
Jeom Kee Paik | Anil K. Thayamballi
Ultimate Limit State Design of Steel-Plated Structures
Book
01/2003
Wiley
€194.36
Article exhausted; check for reprint
Person
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.
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.
Content
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, ? 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
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, ? 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