Ultimate Limit State Analysis and Design of Plated Structures (inbunden)
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Format
Inbunden (Hardback)
Språk
Engelska
Antal sidor
672
Utgivningsdatum
2018-04-27
Upplaga
2 ed
Förlag
John Wiley & Sons Inc
Dimensioner
244 x 175 x 36 mm
Vikt
1135 g
Antal komponenter
1
ISBN
9781119367796

Ultimate Limit State Analysis and Design of Plated Structures

av Jeom Kee Paik
Inbunden,  Engelska, 2018-04-27
1561
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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.
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Övrig information

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.

Innehållsförteckning

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 PlateStiffener Combinations: Beams, Columns, and BeamColumns 79 2.1 Structural Idealizations of PlateStiffener 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 PlateStiffener Combination Model Under Bending 100 2.9 Ultimate Strength of the PlateStiffener Combination Model Under Axial Compression 110 2.10 Ultimate Strength of the PlateStiffener 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 ElasticPlastic 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 StressAverage 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 ElasticPlastic 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 32

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