{"product_id":"ultimate-limit-state-analysis-and-design-of-plated-structures-isbn-9781119367796","title":"Ultimate Limit State Analysis and Design of Plated Structures","description":"\u003cp\u003e\u003cb\u003eReviews and describes both the fundamental and practical design procedures for the ultimate limit state design of ductile steel plated structures\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eThe 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.\u003c\/p\u003e \u003cp\u003eFurthermore, 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.\u003c\/p\u003e \u003cp\u003e\u003ci\u003eUltimate Limit State Design of Steel Plated Structures\u003c\/i\u003e 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.\u003c\/p\u003e \u003cul\u003e \u003cli\u003eCovers recent advances and developments in the field\u003c\/li\u003e \u003cli\u003eIncludes new topics on constitutive equations of steels, test database associated with low\/elevated temperature, and strain rates\u003c\/li\u003e \u003cli\u003eIncludes a new chapter on a semi-analytical method\u003c\/li\u003e \u003cli\u003eSupported by a companion website with illustrative example data sheets\u003c\/li\u003e \u003cli\u003eProvides results for existing mechanical model tests\u003c\/li\u003e \u003cli\u003eOffers a thorough discussion of assumptions and the validity of underlying expressions and solution methods\u003c\/li\u003e \u003c\/ul\u003e \u003cp\u003eDesigned as both a textbook and a handy reference, \u003ci\u003eUltimate Limit State Design of Steel Plated Structures, Second Edition\u003c\/i\u003e 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.\u003c\/p\u003e \u003cp\u003ePreface xvii\u003c\/p\u003e \u003cp\u003eAbout the Author xix\u003c\/p\u003e \u003cp\u003eHow to Use This Book xxi\u003c\/p\u003e \u003cp\u003e\u003cb\u003e1 Principles of Limit State Design 1\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e1.1 Structural Design Philosophies 1\u003c\/p\u003e \u003cp\u003e1.2 Allowable Stress Design Versus Limit State Design 7\u003c\/p\u003e \u003cp\u003e1.3 Mechanical Properties of Structural Materials 17\u003c\/p\u003e \u003cp\u003e1.4 Strength Member Types for Plated Structures 39\u003c\/p\u003e \u003cp\u003e1.5 Types of Loads 41\u003c\/p\u003e \u003cp\u003e1.6 Basic Types of Structural Failure 42\u003c\/p\u003e \u003cp\u003e1.7 Fabrication Related Initial Imperfections 43\u003c\/p\u003e \u003cp\u003e1.8 Age Related Structural Degradation 60\u003c\/p\u003e \u003cp\u003e1.9 Accident Induced Damage 73\u003c\/p\u003e \u003cp\u003eReferences 73\u003c\/p\u003e \u003cp\u003e\u003cb\u003e2 Buckling and Ultimate Strength of Plate–Stiffener Combinations: Beams, Columns, and Beam–Columns 79\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e2.1 Structural Idealizations of Plate–Stiffener Assemblies 79\u003c\/p\u003e \u003cp\u003e2.2 Geometric Properties 82\u003c\/p\u003e \u003cp\u003e2.3 Material Properties 82\u003c\/p\u003e \u003cp\u003e2.4 Modeling of End Conditions 83\u003c\/p\u003e \u003cp\u003e2.5 Loads and Load Effects 84\u003c\/p\u003e \u003cp\u003e2.6 Effective Width Versus Effective Breadth of Attached Plating 85\u003c\/p\u003e \u003cp\u003e2.7 Plastic Cross-Sectional Capacities 93\u003c\/p\u003e \u003cp\u003e2.8 Ultimate Strength of the Plate–Stiffener Combination Model Under Bending 100\u003c\/p\u003e \u003cp\u003e2.9 Ultimate Strength of the Plate–Stiffener Combination Model Under Axial Compression 110\u003c\/p\u003e \u003cp\u003e2.10 Ultimate Strength of the Plate–Stiffener Combination Model Under Combined Axial Compression and Bending 126\u003c\/p\u003e \u003cp\u003eReferences 132\u003c\/p\u003e \u003cp\u003e\u003cb\u003e3 Elastic and Inelastic Buckling Strength of Plates Under Complex Circumstances 135\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e3.1 Fundamentals of Plate Buckling 135\u003c\/p\u003e \u003cp\u003e3.2 Geometric and Material Properties 136\u003c\/p\u003e \u003cp\u003e3.3 Loads and Load Effects 136\u003c\/p\u003e \u003cp\u003e3.4 Boundary Conditions 137\u003c\/p\u003e \u003cp\u003e3.5 Linear Elastic Behavior 138\u003c\/p\u003e \u003cp\u003e3.6 Elastic Buckling of Simply Supported Plates Under Single Types of Loads 138\u003c\/p\u003e \u003cp\u003e3.7 Elastic Buckling of Simply Supported Plates Under Two Load Components 139\u003c\/p\u003e \u003cp\u003e3.8 Elastic Buckling of Simply Supported Plates Under More than Three Load Components 147\u003c\/p\u003e \u003cp\u003e3.9 Elastic Buckling of Clamped Plates 149\u003c\/p\u003e \u003cp\u003e3.10 Elastic Buckling of Partially Rotation Restrained Plates 149\u003c\/p\u003e \u003cp\u003e3.11 Effect of Welding Induced Residual Stresses 158\u003c\/p\u003e \u003cp\u003e3.12 Effect of Lateral Pressure Loads 159\u003c\/p\u003e \u003cp\u003e3.13 Effect of Opening 163\u003c\/p\u003e \u003cp\u003e3.14 Elastic–Plastic Buckling Strength 168\u003c\/p\u003e \u003cp\u003eReferences 176\u003c\/p\u003e \u003cp\u003e\u003cb\u003e4 Large-Deflection and Ultimate Strength Behavior of Plates 179\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e4.1 Fundamentals of Plate Collapse Behavior 179\u003c\/p\u003e \u003cp\u003e4.2 Structural Idealizations of Plates 185\u003c\/p\u003e \u003cp\u003e4.3 Nonlinear Governing Differential Equations of Plates 189\u003c\/p\u003e \u003cp\u003e4.4 Elastic Large-Deflection Behavior of Simply Supported Plates 191\u003c\/p\u003e \u003cp\u003e4.5 Elastic Large-Deflection Behavior of Clamped Plates 201\u003c\/p\u003e \u003cp\u003e4.6 Elastic Large-Deflection Behavior of Partially Rotation Restrained Plates 206\u003c\/p\u003e \u003cp\u003e4.7 Effect of the Bathtub Deflection Shape 210\u003c\/p\u003e \u003cp\u003e4.8 Evaluation of In-Plane Stiffness Reduction Due to Deflection 214\u003c\/p\u003e \u003cp\u003e4.9 Ultimate Strength 234\u003c\/p\u003e \u003cp\u003e4.10 Effect of Opening 251\u003c\/p\u003e \u003cp\u003e4.11 Effect of Age Related Structural Deterioration 257\u003c\/p\u003e \u003cp\u003e4.12 Effect of Local Denting Damage 260\u003c\/p\u003e \u003cp\u003e4.13 Average Stress–Average Strain Relationship of Plates 261\u003c\/p\u003e \u003cp\u003eReferences 267\u003c\/p\u003e \u003cp\u003e\u003cb\u003e5 Elastic and Inelastic Buckling Strength of Stiffened Panels and Grillages 271\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e5.1 Fundamentals of Stiffened Panel Buckling 271\u003c\/p\u003e \u003cp\u003e5.2 Structural Idealizations of Stiffened Panels 272\u003c\/p\u003e \u003cp\u003e5.3 Overall Buckling Versus Local Buckling 277\u003c\/p\u003e \u003cp\u003e5.4 Elastic Overall Buckling Strength 278\u003c\/p\u003e \u003cp\u003e5.5 Elastic Local Buckling Strength of Plating Between Stiffeners 283\u003c\/p\u003e \u003cp\u003e5.6 Elastic Local Buckling Strength of Stiffener Web 283\u003c\/p\u003e \u003cp\u003e5.7 Elastic Local Buckling Strength of Stiffener Flange 289\u003c\/p\u003e \u003cp\u003e5.8 Lateral-Torsional Buckling Strength of Stiffeners 291\u003c\/p\u003e \u003cp\u003e5.9 Elastic–Plastic Buckling Strength 299\u003c\/p\u003e \u003cp\u003eReferences 299\u003c\/p\u003e \u003cp\u003e\u003cb\u003e6 Large-Deflection and Ultimate Strength Behavior of Stiffened Panels and Grillages 301\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e6.1 Fundamentals of Stiffened Panel Ultimate Strength Behavior 301\u003c\/p\u003e \u003cp\u003e6.2 Classification of Panel Collapse Modes 302\u003c\/p\u003e \u003cp\u003e6.3 Structural Idealizations of Stiffened Panels 305\u003c\/p\u003e \u003cp\u003e6.4 Nonlinear Governing Differential Equations of Stiffened Panels 307\u003c\/p\u003e \u003cp\u003e6.5 Elastic Large-Deflection Behavior After Overall Grillage Buckling 311\u003c\/p\u003e \u003cp\u003e6.6 Ultimate Strength 315\u003c\/p\u003e \u003cp\u003e6.7 Effects of Age Related and Accident Induced Damages 323\u003c\/p\u003e \u003cp\u003e6.8 Benchmark Studies 323\u003c\/p\u003e \u003cp\u003eReferences 331\u003c\/p\u003e \u003cp\u003e\u003cb\u003e7 Buckling and Ultimate Strength of Plate Assemblies: Corrugated Panels, Plate Girders, Box Columns, and Box Girders 333\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e7.1 Introduction 333\u003c\/p\u003e \u003cp\u003e7.2 Ultimate Strength of Corrugated Panels 334\u003c\/p\u003e \u003cp\u003e7.3 Ultimate Strength of Plate Girders 337\u003c\/p\u003e \u003cp\u003e7.4 Ultimate Strength of Box Columns 347\u003c\/p\u003e \u003cp\u003e7.5 Ultimate Strength of Box Girders 349\u003c\/p\u003e \u003cp\u003e7.6 Effect of Age Related Structural Degradation 365\u003c\/p\u003e \u003cp\u003e7.7 Effect of Accident Induced Structural Damage 365\u003c\/p\u003e \u003cp\u003eReferences 366\u003c\/p\u003e \u003cp\u003e\u003cb\u003e8 Ultimate Strength of Ship Hull Structures 369\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e8.1 Introduction 369\u003c\/p\u003e \u003cp\u003e8.2 Characteristics of Ship’s Hull Structures 369\u003c\/p\u003e \u003cp\u003e8.3 Lessons Learned from Accidents 377\u003c\/p\u003e \u003cp\u003e8.4 Fundamentals of Vessel’s Hull Girder Collapse 380\u003c\/p\u003e \u003cp\u003e8.5 Characteristics of Ship Structural Loads 387\u003c\/p\u003e \u003cp\u003e8.6 Calculations of Ship’s Hull Girder Loads 388\u003c\/p\u003e \u003cp\u003e8.7 Minimum Section Modulus Requirement 392\u003c\/p\u003e \u003cp\u003e8.8 Determination of Ultimate Hull Girder Strength 394\u003c\/p\u003e \u003cp\u003e8.9 Safety Assessment of Ships 396\u003c\/p\u003e \u003cp\u003e8.10 Effect of Lateral Pressure Loads 398\u003c\/p\u003e \u003cp\u003e8.11 Ultimate Strength Interactive Relationships Between Combined Hull Girder Loads 403\u003c\/p\u003e \u003cp\u003e8.12 Shakedown Limit State Associated with Hull Girder Collapse 408\u003c\/p\u003e \u003cp\u003e8.13 Effect of Age Related Structural Degradation 410\u003c\/p\u003e \u003cp\u003e8.14 Effect of Accident Induced Structural Damage 413\u003c\/p\u003e \u003cp\u003eReferences 417\u003c\/p\u003e \u003cp\u003e\u003cb\u003e9 Structural Fracture Mechanics 421\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e9.1 Fundamentals of Structural Fracture Mechanics 421\u003c\/p\u003e \u003cp\u003e9.2 Basic Concepts for Structural Fracture Mechanics Analysis 424\u003c\/p\u003e \u003cp\u003e9.3 More on LEFM and the Modes of Crack Extension 427\u003c\/p\u003e \u003cp\u003e9.4 Elastic–Plastic Fracture Mechanics 432\u003c\/p\u003e \u003cp\u003e9.5 Fatigue Crack Growth Rate and Its Relationship to the Stress Intensity Factor 441\u003c\/p\u003e \u003cp\u003e9.6 Buckling Strength of Cracked Plate Panels 443\u003c\/p\u003e \u003cp\u003e9.7 Ultimate Strength of Cracked Plate Panels 450\u003c\/p\u003e \u003cp\u003eReferences 467\u003c\/p\u003e \u003cp\u003e\u003cb\u003e10 Structural Impact Mechanics 471\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e10.1 Fundamentals of Structural Impact Mechanics 471\u003c\/p\u003e \u003cp\u003e10.2 Load Effects Due to Impact 473\u003c\/p\u003e \u003cp\u003e10.3 Material Constitutive Equation of Structural Materials Under Impact Loading 476\u003c\/p\u003e \u003cp\u003e10.4 Ultimate Strength of Beams Under Impact Lateral Loads 485\u003c\/p\u003e \u003cp\u003e10.5 Ultimate Strength of Columns Under Impact Axial Compressive Loads 487\u003c\/p\u003e \u003cp\u003e10.6 Ultimate Strength of Plates Under Impact Lateral Pressure Loads 489\u003c\/p\u003e \u003cp\u003e10.7 Ultimate Strength of Stiffened Panels Under Impact Lateral Loads 494\u003c\/p\u003e \u003cp\u003e10.8 Crushing Strength of Plate Assemblies 494\u003c\/p\u003e \u003cp\u003e10.9 Tearing Strength of Plates and Stiffened Panels 502\u003c\/p\u003e \u003cp\u003e10.10 Impact Perforation of Plates 508\u003c\/p\u003e \u003cp\u003e10.11 Impact Fracture of Plates and Stiffened Panels at Cold Temperature 510\u003c\/p\u003e \u003cp\u003e10.12 Ultimate Strength of Plates Under Impact Axial Compressive Loads 511\u003c\/p\u003e \u003cp\u003e10.13 Ultimate Strength of Dented Plates 513\u003c\/p\u003e \u003cp\u003eReferences 533\u003c\/p\u003e \u003cp\u003e\u003cb\u003e11 The Incremental Galerkin Method 539\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e11.1 Features of the Incremental Galerkin Method 539\u003c\/p\u003e \u003cp\u003e11.2 Structural Idealizations of Plates and Stiffened Panels 539\u003c\/p\u003e \u003cp\u003e11.3 Analysis of the Elastic–Plastic Large-Deflection Behavior of Plates 542\u003c\/p\u003e \u003cp\u003e11.4 Analysis of the Elastic–Plastic Large-Deflection Behavior of Stiffened Panels 552\u003c\/p\u003e \u003cp\u003e11.5 Applied Examples 572\u003c\/p\u003e \u003cp\u003eReferences 586\u003c\/p\u003e \u003cp\u003e\u003cb\u003e12 The Nonlinear Finite Element Method 587\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e12.1 Introduction 587\u003c\/p\u003e \u003cp\u003e12.2 Extent of the Analysis 587\u003c\/p\u003e \u003cp\u003e12.3 Types of Finite Elements 588\u003c\/p\u003e \u003cp\u003e12.4 Mesh Size of Finite Elements 588\u003c\/p\u003e \u003cp\u003e12.5 Material Modeling 593\u003c\/p\u003e \u003cp\u003e12.6 Boundary Condition Modeling 596\u003c\/p\u003e \u003cp\u003e12.7 Initial Imperfection Modeling 597\u003c\/p\u003e \u003cp\u003e12.8 Order of Load Component Application 598\u003c\/p\u003e \u003cp\u003eReferences 601\u003c\/p\u003e \u003cp\u003e\u003cb\u003e13 The Intelligent Supersize Finite Element Method 603\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e13.1 Features of the Intelligent Supersize Finite Element Method 603\u003c\/p\u003e \u003cp\u003e13.2 Nodal Forces and Nodal Displacements of the Rectangular Plate Element 604\u003c\/p\u003e \u003cp\u003e13.3 Strain versus Displacement Relationship 605\u003c\/p\u003e \u003cp\u003e13.4 Stress versus Strain Relationship 607\u003c\/p\u003e \u003cp\u003e13.5 Tangent Stiffness Equation 608\u003c\/p\u003e \u003cp\u003e13.6 Stiffness Matrix for the Displacement Component, θ z 611\u003c\/p\u003e \u003cp\u003e13.7 Displacement (Shape) Functions 611\u003c\/p\u003e \u003cp\u003e13.8 Local to Global Transformation Matrix 612\u003c\/p\u003e \u003cp\u003e13.9 Modeling of Flat Bar Stiffener Web and One-Sided Stiffener Flange 612\u003c\/p\u003e \u003cp\u003e13.10 Applied Examples 613\u003c\/p\u003e \u003cp\u003eReferences 632\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAppendices 635\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eA.1 Source Listing of the FORTRAN Computer Program CARDANO 635\u003c\/p\u003e \u003cp\u003eA.2 SI Units 636\u003c\/p\u003e \u003cp\u003eA.3 Density and Viscosity of Water and Air 638\u003c\/p\u003e \u003cp\u003eA.4 Scaling Laws for Physical Model Testing 638\u003c\/p\u003e \u003cp\u003eIndex 643\u003c\/p\u003e   \u003cp\u003e \u003cstrong\u003eJEOM KEE PAIK\u003c\/strong\u003e\u003cbr\u003e University College London, UK and Pusan National University, Korea  \t \u003c\/p\u003e\u003cp\u003e \u003cstrong\u003eDR. JEOM KEE PAIK\u003c\/strong\u003e 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.\t      \u003c\/p\u003e\u003cp\u003e Plated structures are important in a variety of marine, land-based and aerospace applications, including ships, offshore platforms, box girder bridges, power\/chemical plants, box girder cranes, and aircrafts. The basic strength members in plated structures include support members (such as stiffeners, girders and frames), plates, stiffened panels, grillages, box columns, and box girders. During their lifetime, the structures constructed with these members are subjected to various types of action and action effects that are usually normal but sometimes extreme or even accidental.   \u003c\/p\u003e\u003cp\u003e It is now well recognized that the limit state approach is a much better basis for structural design than allowable working stresses and simplified buckling checks for structural components. This book reviews and describes both the fundamentals and practical procedures for the ultimate limit state analysis and design of steel- and aluminum-plated structures. Structural fracture mechanics and structural impact mechanics are also described. This book is an extensive update of the first edition \u003cem\u003eUltimate Limit State Design of Steel-Plated Structures,\u003c\/em\u003e published in 2003.   \u003c\/p\u003e\u003cp\u003e Particularly valuable coverage in this book includes:   \u003c\/p\u003e\u003cul\u003e \u003cli\u003eNonlinear structural mechanics, and limit state analysis and design of steel- and aluminum-plated structural systems and their components\u003c\/li\u003e \u003cli\u003eProgressive collapse analysis and design of damage tolerant structures against extreme and accidental conditions\u003c\/li\u003e \u003cli\u003eFabrication related initial imperfections such as initial distortions, residual stresses and softening\u003c\/li\u003e \u003cli\u003eAge related degradation such as corrosion wastage and fatigue cracking\u003c\/li\u003e \u003cli\u003eAccident induced damages such as local denting, collision damage and grounding damage\u003c\/li\u003e \u003cli\u003eLow temperatures, cryogenic conditions and elevated temperatures\u003c\/li\u003e \u003cli\u003eStructural fracture mechanics\u003c\/li\u003e \u003cli\u003eStructural impact mechanics\u003c\/li\u003e \u003cli\u003eIncremental Galerkin method\u003c\/li\u003e \u003cli\u003eNonlinear finite element method and intelligent supersize finite element method\u003c\/li\u003e \u003c\/ul\u003e \u003cbr\u003e  \u003cp\u003e Designed as both a textbook and a handy reference, this book is well suited for university students approaching the related technologies. In terms of the more advanced and sophisticated design methodologies presented, this book should also meet the needs of structural analysts, structural designers, researchers, and practicing engineers involved in the field of naval architecture and offshore, civil, architectural, mechanical, and aerospace engineering.\u003c\/p\u003e","brand":"Wiley","offers":[{"title":"Default Title","offer_id":47990423126245,"sku":"NP9781119367796","price":163.95,"currency_code":"USD","in_stock":false}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/1842\/7735\/files\/9781119367796.jpg?v=1761787767","url":"https:\/\/k12savings.com\/products\/ultimate-limit-state-analysis-and-design-of-plated-structures-isbn-9781119367796","provider":"K12savings","version":"1.0","type":"link"}