Ultimate Limit State Design of Steel-Plated Structures.

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Intro Title Page Copyright Contents Preface About the Author How to Use This Book Chapter 1 Principles of Limit State Design 1.1 Structural Design Philosophies 1.1.1 Reliability-Based Design Format 1.1.2 Partial Safety Factor-Based Design Format 1.1.3 Failure Probability-Based Design Format 1.1.4 Risk-Based Design Format 1.2 Allowable Stress Design Versus Limit State Design 1.2.1 Serviceability Limit State Design 1.2.2 Ultimate Limit State Design 1.2.3 Fatigue Limit State Design 1.2.4 Accidental Limit State Design 1.3 Mechanical Properties of Structural Materials. 1.3.1 Characterization of Material Properties1.3.1.1 YoungÂś Modulus, E 1.3.1.2 PoissonÂś Ratio, v 1.3.1.3 Elastic Shear Modulus, G 1.3.1.4 Proportional Limit, Ï#x83 P 1.3.1.5 Yield Strength, Ï#x83 Y, and Yield Strain, Y 1.3.1.6 Strain-Hardening Tangent Modulus, Eh, and Strain-Hardening Strain, h 1.3.1.7 Ultimate Tensile Strength, Ï#x83 T 1.3.1.8 Necking Tangent Modulus, En 1.3.1.9 Fracture Strain, F, and Fracture Stress, Ï#x83 F 1.3.2 Elasticâ#x80 #x93 Perfectly Plastic Material Model 1.3.3 Characterization of the Engineering Stressâ#x80 #x93 Engineering Strain Relationship. 1.3.4 Characterization of the True Stressâ#x80 #x93 True Strain Relationship1.3.5 Effect of Strain Rates 1.3.6 Effect of Elevated Temperatures 1.3.7 Effect of Cold Temperatures 1.3.8 Yield Condition Under Multiple Stress Components 1.3.9 The Bauschinger Effect: Cyclic Loading 1.3.10 Limits of Cold Forming 1.3.11 Lamellar Tearing 1.4 Strength Member Types for Plated Structures 1.5 Types of Loads 1.6 Basic Types of Structural Failure 1.7 Fabrication Related Initial Imperfections 1.7.1 Mechanism of Initial Imperfections 1.7.2 Initial Distortion Modeling 1.7.2.1 Plate Initial Deflection. 1.7.2.2 Column-Type Initial Deflection of a Stiffener1.7.2.3 Sideways Initial Distortion of a Stiffener 1.7.3 Welding Residual Stress Modeling 1.7.4 Modeling of Softening Phenomenon 1.8 Age Related Structural Degradation 1.8.1 Corrosion Damage 1.8.2 Fatigue Cracks 1.9 Accident Induced Damage References Chapter 2 Buckling and Ultimate Strength of Plateâ#x80 #x93 Stiffener Combinations 2.1 Structural Idealizations of Plateâ#x80 #x93 Stiffener Assemblies 2.2 Geometric Properties 2.3 Material Properties 2.4 Modeling of End Conditions 2.5 Loads and Load Effects. 2.6 Effective Width Versus Effective Breadth of Attached Plating2.6.1 Shear Lag-Induced Ineffectiveness: Effective Breadth of the Attached Plating 2.6.2 Buckling-Induced Ineffectiveness: Effective Width of the Attached Plating 2.6.3 Combined Shear Lag-Induced and Buckling-Induced Ineffectiveness 2.7 Plastic Cross-Sectional Capacities 2.7.1 Axial Capacity 2.7.2 Shear Capacity 2.7.3 Bending Capacity 2.7.3.1 Rectangular Cross Section 2.7.3.2 Plateâ#x80 #x93 Stiffener Combination Model Cross Section 2.7.4 Capacity Under Combined Bending and Axial Load 2.7.4.1 Rectangular Cross Section. 2.7.4.2 Plateâ#x80 #x93 Stiffener Combination Model Cross Section.