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    1. Naturvetenskap och teknik
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    Ultimate Limit State Analysis and Design of Plated Structures

    AvJeom Kee Paik

    Inbunden, Engelska, 2018

    1 517 kr

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    Beskrivning

    Reviews and describes both the fundamental and practical design procedures for the ultimate limit state design of ductile steel plated structuresThe 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 fieldIncludes new topics on constitutive equations of steels, test database associated with low/elevated temperature, and strain ratesIncludes a new chapter on a semi-analytical methodSupported by a companion website with illustrative example data sheetsProvides results for existing mechanical model testsOffers a thorough discussion of assumptions and the validity of underlying expressions and solution methodsDesigned 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.

    Produktinformation

    • Utgivningsdatum:2018-04-27
    • Mått:170 x 246 x 36 mm
    • Vikt:1 134 g
    • Format:Inbunden
    • Språk:Engelska
    • Antal sidor:672
    • Upplaga:2
    • Förlag:John Wiley & Sons Inc
    • ISBN:9781119367796

    Utforska kategorier

    • Byggnadsteknik inom Naturvetenskap och teknik

    Mer om författaren

    JEOM KEE PAIKUniversity 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 xviiAbout the Author xixHow to Use This Book xxi1 Principles of Limit State Design 11.1 Structural Design Philosophies 11.2 Allowable Stress Design Versus Limit State Design 71.3 Mechanical Properties of Structural Materials 171.4 Strength Member Types for Plated Structures 391.5 Types of Loads 411.6 Basic Types of Structural Failure 421.7 Fabrication Related Initial Imperfections 431.8 Age Related Structural Degradation 601.9 Accident Induced Damage 73References 732 Buckling and Ultimate Strength of Plate–Stiffener Combinations: Beams, Columns, and Beam–Columns 792.1 Structural Idealizations of Plate–Stiffener Assemblies 792.2 Geometric Properties 822.3 Material Properties 822.4 Modeling of End Conditions 832.5 Loads and Load Effects 842.6 Effective Width Versus Effective Breadth of Attached Plating 852.7 Plastic Cross-Sectional Capacities 932.8 Ultimate Strength of the Plate–Stiffener Combination Model Under Bending 1002.9 Ultimate Strength of the Plate–Stiffener Combination Model Under Axial Compression 1102.10 Ultimate Strength of the Plate–Stiffener Combination Model Under Combined Axial Compression and Bending 126References 1323 Elastic and Inelastic Buckling Strength of Plates Under Complex Circumstances 1353.1 Fundamentals of Plate Buckling 1353.2 Geometric and Material Properties 1363.3 Loads and Load Effects 1363.4 Boundary Conditions 1373.5 Linear Elastic Behavior 1383.6 Elastic Buckling of Simply Supported Plates Under Single Types of Loads 1383.7 Elastic Buckling of Simply Supported Plates Under Two Load Components 1393.8 Elastic Buckling of Simply Supported Plates Under More than Three Load Components 1473.9 Elastic Buckling of Clamped Plates 1493.10 Elastic Buckling of Partially Rotation Restrained Plates 1493.11 Effect of Welding Induced Residual Stresses 1583.12 Effect of Lateral Pressure Loads 1593.13 Effect of Opening 1633.14 Elastic–Plastic Buckling Strength 168References 1764 Large-Deflection and Ultimate Strength Behavior of Plates 1794.1 Fundamentals of Plate Collapse Behavior 1794.2 Structural Idealizations of Plates 1854.3 Nonlinear Governing Differential Equations of Plates 1894.4 Elastic Large-Deflection Behavior of Simply Supported Plates 1914.5 Elastic Large-Deflection Behavior of Clamped Plates 2014.6 Elastic Large-Deflection Behavior of Partially Rotation Restrained Plates 2064.7 Effect of the Bathtub Deflection Shape 2104.8 Evaluation of In-Plane Stiffness Reduction Due to Deflection 2144.9 Ultimate Strength 2344.10 Effect of Opening 2514.11 Effect of Age Related Structural Deterioration 2574.12 Effect of Local Denting Damage 2604.13 Average Stress–Average Strain Relationship of Plates 261References 2675 Elastic and Inelastic Buckling Strength of Stiffened Panels and Grillages 2715.1 Fundamentals of Stiffened Panel Buckling 2715.2 Structural Idealizations of Stiffened Panels 2725.3 Overall Buckling Versus Local Buckling 2775.4 Elastic Overall Buckling Strength 2785.5 Elastic Local Buckling Strength of Plating Between Stiffeners 2835.6 Elastic Local Buckling Strength of Stiffener Web 2835.7 Elastic Local Buckling Strength of Stiffener Flange 2895.8 Lateral-Torsional Buckling Strength of Stiffeners 2915.9 Elastic–Plastic Buckling Strength 299References 2996 Large-Deflection and Ultimate Strength Behavior of Stiffened Panels and Grillages 3016.1 Fundamentals of Stiffened Panel Ultimate Strength Behavior 3016.2 Classification of Panel Collapse Modes 3026.3 Structural Idealizations of Stiffened Panels 3056.4 Nonlinear Governing Differential Equations of Stiffened Panels 3076.5 Elastic Large-Deflection Behavior After Overall Grillage Buckling 3116.6 Ultimate Strength 3156.7 Effects of Age Related and Accident Induced Damages 3236.8 Benchmark Studies 323References 3317 Buckling and Ultimate Strength of Plate Assemblies: Corrugated Panels, Plate Girders, Box Columns, and Box Girders 3337.1 Introduction 3337.2 Ultimate Strength of Corrugated Panels 3347.3 Ultimate Strength of Plate Girders 3377.4 Ultimate Strength of Box Columns 3477.5 Ultimate Strength of Box Girders 3497.6 Effect of Age Related Structural Degradation 3657.7 Effect of Accident Induced Structural Damage 365References 3668 Ultimate Strength of Ship Hull Structures 3698.1 Introduction 3698.2 Characteristics of Ship’s Hull Structures 3698.3 Lessons Learned from Accidents 3778.4 Fundamentals of Vessel’s Hull Girder Collapse 3808.5 Characteristics of Ship Structural Loads 3878.6 Calculations of Ship’s Hull Girder Loads 3888.7 Minimum Section Modulus Requirement 3928.8 Determination of Ultimate Hull Girder Strength 3948.9 Safety Assessment of Ships 3968.10 Effect of Lateral Pressure Loads 3988.11 Ultimate Strength Interactive Relationships Between Combined Hull Girder Loads 4038.12 Shakedown Limit State Associated with Hull Girder Collapse 4088.13 Effect of Age Related Structural Degradation 4108.14 Effect of Accident Induced Structural Damage 413References 4179 Structural Fracture Mechanics 4219.1 Fundamentals of Structural Fracture Mechanics 4219.2 Basic Concepts for Structural Fracture Mechanics Analysis 4249.3 More on LEFM and the Modes of Crack Extension 4279.4 Elastic–Plastic Fracture Mechanics 4329.5 Fatigue Crack Growth Rate and Its Relationship to the Stress Intensity Factor 4419.6 Buckling Strength of Cracked Plate Panels 4439.7 Ultimate Strength of Cracked Plate Panels 450References 46710 Structural Impact Mechanics 47110.1 Fundamentals of Structural Impact Mechanics 47110.2 Load Effects Due to Impact 47310.3 Material Constitutive Equation of Structural Materials Under Impact Loading 47610.4 Ultimate Strength of Beams Under Impact Lateral Loads 48510.5 Ultimate Strength of Columns Under Impact Axial Compressive Loads 48710.6 Ultimate Strength of Plates Under Impact Lateral Pressure Loads 48910.7 Ultimate Strength of Stiffened Panels Under Impact Lateral Loads 49410.8 Crushing Strength of Plate Assemblies 49410.9 Tearing Strength of Plates and Stiffened Panels 50210.10 Impact Perforation of Plates 50810.11 Impact Fracture of Plates and Stiffened Panels at Cold Temperature 51010.12 Ultimate Strength of Plates Under Impact Axial Compressive Loads 51110.13 Ultimate Strength of Dented Plates 513References 53311 The Incremental Galerkin Method 53911.1 Features of the Incremental Galerkin Method 53911.2 Structural Idealizations of Plates and Stiffened Panels 53911.3 Analysis of the Elastic–Plastic Large-Deflection Behavior of Plates 54211.4 Analysis of the Elastic–Plastic Large-Deflection Behavior of Stiffened Panels 55211.5 Applied Examples 572References 58612 The Nonlinear Finite Element Method 58712.1 Introduction 58712.2 Extent of the Analysis 58712.3 Types of Finite Elements 58812.4 Mesh Size of Finite Elements 58812.5 Material Modeling 59312.6 Boundary Condition Modeling 59612.7 Initial Imperfection Modeling 59712.8 Order of Load Component Application 598References 60113 The Intelligent Supersize Finite Element Method 60313.1 Features of the Intelligent Supersize Finite Element Method 60313.2 Nodal Forces and Nodal Displacements of the Rectangular Plate Element 60413.3 Strain versus Displacement Relationship 60513.4 Stress versus Strain Relationship 60713.5 Tangent Stiffness Equation 60813.6 Stiffness Matrix for the Displacement Component, θ z 61113.7 Displacement (Shape) Functions 61113.8 Local to Global Transformation Matrix 61213.9 Modeling of Flat Bar Stiffener Web and One-Sided Stiffener Flange 61213.10 Applied Examples 613References 632Appendices 635A.1 Source Listing of the FORTRAN Computer Program CARDANO 635A.2 SI Units 636A.3 Density and Viscosity of Water and Air 638A.4 Scaling Laws for Physical Model Testing 638Index 643