Ultimate limit state analysis and design of plated structures / Jeom Kee Paik.

Format:

Book

Author/Creator:

Paik., author.

Contributor:

Jeom Kee.

Language:

English

Subjects (All):

Building, Iron and steel.

Plates, Iron and steel.

Physical Description:

1 online resource (648 pages) : illustrations

Edition:

Second edition.

Place of Publication:

Hoboken, New Jersey : Wiley, 2018.

Summary:

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.

Contents:

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 Properties

1.3.1.1 Young´s Modulus, E

1.3.1.2 Poisson´s Ratio, v

1.3.1.3 Elastic Shear Modulus, G

1.3.1.4 Proportional Limit, σP

1.3.1.5 Yield Strength, σY, 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, σT

1.3.1.8 Necking Tangent Modulus, En

1.3.1.9 Fracture Strain, F, and Fracture Stress, σF

1.3.2 Elastic-Perfectly Plastic Material Model

1.3.3 Characterization of the Engineering Stress-Engineering Strain Relationship

1.3.4 Characterization of the True Stress-True Strain Relationship

1.3.5 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 Stiffener

1.7.2.3 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 Plate-Stiffener Combinations

2.1 Structural Idealizations of Plate-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 Plating

2.6.1 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 Plate-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 Plate-Stiffener Combination Model Cross Section

2.7.5 Capacity Under Combined Bending, Axial Load, and Shearing Force

2.8 Ultimate Strength of the Plate-Stiffener Combination Model Under Bending

2.8.1 Cantilever Beams

2.8.2 Beams Simply Supported at Both Ends

2.8.3 Beams Simply Supported at One End and Fixed at the Other End

2.8.4 Beams Fixed at Both Ends

2.8.5 Beams Partially Rotation Restrained at Both Ends

2.8.6 Lateral-Torsional Buckling

2.9 Ultimate Strength of the Plate-Stiffener Combination Model Under Axial Compression

2.9.1 Large-Deflection Behavior of Straight Columns

2.9.2 Elastic Buckling of Straight Columns.

2.9.3 Effect of End Conditions

2.9.4 Effect of Initial Imperfections

2.9.5 Collapse Strength of Columns

2.9.5.1 The Johnson-Ostenfeld Formulation Method

2.9.5.2 The Perry-Robertson Formulation Method

2.9.5.3 The Paik-Thayamballi Empirical Formulation Method for a Steel Plate-Stiffener Combination Model

2.9.5.4 The Paik Empirical Formulation Method for an Aluminum Plate-Stiffener Combination Model

2.9.6 Local Web or Flange Buckling Under Axial Compression

2.9.7 Lateral-Torsional Buckling Under Axial Compression

2.10 Ultimate Strength of the Plate-Stiffener Combination Model Under Combined Axial Compression and Bending

2.10.1 The Modified Perry-Robertson Formulation Method

2.10.2 Lateral-Torsional Buckling Under Combined Axial Compression and Bending

Chapter 3 Elastic and Inelastic Buckling Strength of Plates Under Complex Circumstances

3.1 Fundamentals of Plate Buckling

3.2 Geometric and Material Properties

3.3 Loads and Load Effects

3.4 Boundary Conditions

3.5 Linear Elastic Behavior

3.6 Elastic Buckling of Simply Supported Plates Under Single Types of Loads

3.7 Elastic Buckling of Simply Supported Plates Under Two Load Components

3.7.1 Biaxial Compression or Tension

3.7.2 Longitudinal Axial Compression and Longitudinal In-Plane Bending

3.7.3 Transverse Axial Compression and Longitudinal In-Plane Bending

3.7.4 Longitudinal Axial Compression and Transverse In-Plane Bending

3.7.5 Transverse Axial Compression and Transverse In-Plane Bending

3.7.6 Biaxial In-Plane Bending

3.7.7 Longitudinal Axial Compression and Edge Shear

3.7.8 Transverse Axial Compression and Edge Shear

3.7.9 Longitudinal In-Plane Bending and Edge Shear

3.7.10 Transverse In-Plane Bending and Edge Shear.

3.8 Elastic Buckling of Simply Supported Plates Under More than Three Load Components

3.9 Elastic Buckling of Clamped Plates

3.9.1 Single Types of Loads

3.9.2 Combined Loads

3.10 Elastic Buckling of Partially Rotation Restrained Plates

3.10.1 Rotational Restraint Parameters

3.10.2 Longitudinal Axial Compression

3.10.2.1 Partially Rotation Restrained at Long Edges and Simply Supported at Short Edges

3.10.2.2 Partially Rotation Restrained at Short Edges and Simply Supported at Long Edges

3.10.2.3 Partially Rotation Restrained at Both Long and Short Edges

3.10.3 Transverse Axial Compression

3.10.3.1 Partially Rotation Restrained at Long Edges and Simply Supported at Short Edges

3.10.3.2 Partially Rotation Restrained at Short Edges and Simply Supported at Long Edges

3.10.3.3 Partially Rotation Restrained at Both Long and Short Edges

3.10.4 Combined Loads

3.11 Effect of Welding Induced Residual Stresses

3.12 Effect of Lateral Pressure Loads

3.13 Effect of Opening

3.13.1 Longitudinal Axial Compression

3.13.2 Transverse Axial Compression

3.13.3 Edge Shear

3.13.4 Combined Loads

3.14 Elastic-Plastic Buckling Strength

3.14.1 Single Types of Loads

3.14.1.1 Plates Without Opening

3.14.1.2 Perforated Plates

3.14.2 Combined Loads

Chapter 4 Large-Deflection and Ultimate Strength Behavior of Plates

4.1 Fundamentals of Plate Collapse Behavior

4.2 Structural Idealizations of Plates

4.2.1 Geometric Properties

4.2.2 Material Properties

4.2.3 Loads and Load Effects

4.2.4 Fabrication Related Initial Imperfections

4.2.5 Boundary Conditions

4.3 Nonlinear Governing Differential Equations of Plates

4.4 Elastic Large-Deflection Behavior of Simply Supported Plates

4.4.1 Lateral Pressure Loads

4.4.2 Combined Biaxial Loads.

4.4.3 Interaction Effect Between Biaxial Loads and Lateral Pressure

4.4.4 Interaction Effect Between Biaxial and Edge Shear Loads

4.5 Elastic Large-Deflection Behavior of Clamped Plates

4.5.1 Lateral Pressure Loads

4.5.2 Combined Biaxial Loads

4.5.3 Interaction Effect Between Biaxial Loads and Lateral Pressure

4.6 Elastic Large-Deflection Behavior of Partially Rotation Restrained Plates

4.6.1 Longitudinal Compression

4.6.2 Transverse Compression

4.6.3 Biaxial Compression

4.7 Effect of the Bathtub Deflection Shape

4.8 Evaluation of In-Plane Stiffness Reduction Due to Deflection

4.8.1 Effective Width

4.8.2 Effective Length

4.8.3 Effective Shear Modulus

4.9 Ultimate Strength

4.9.1 Ultimate Strength by Gross Yielding

4.9.2 Rigid-Plastic Theory Method

4.9.2.1 Lateral Pressure Loads

4.9.2.2 Axial Compressive Loads

4.9.3 Membrane Stress-Based Method

4.9.3.1 Ultimate Strength Conditions

4.9.3.2 Lateral Pressure Loads

4.9.3.3 Combined Longitudinal Axial Loads and Lateral Pressure

4.9.3.4 Combined Transverse Axial Loads and Lateral Pressure

4.9.3.5 Edge Shear

4.9.3.6 Combined Edge Shear Loads and Lateral Pressure

4.9.3.7 Combined Biaxial Loads, Edge Shear Loads, and Lateral Pressure

4.10 Effect of Opening

4.10.1 Single Types of Loads

4.10.2 Biaxial Compression

4.10.3 Combined Longitudinal Compression and Edge Shear

4.10.4 Combined Transverse Compression and Edge Shear

4.11 Effect of Age Related Structural Deterioration

4.11.1 Corrosion Damage

4.11.2 Fatigue Cracking Damage

4.12 Effect of Local Denting Damage

4.13 Average Stress-Average Strain Relationship of Plates

4.13.1 Pre-buckling or Undeflected Regime

4.13.2 Post-buckling or Deflected Regime

4.13.3 Post-ultimate Strength Regime

References.

Chapter 5 Elastic and Inelastic Buckling Strength of Stiffened Panels and Grillages.

Notes:

Includes bibliographical references at the end of each chapters and index.

Description based on print version record.

ISBN:

9781119367789

1119367786

9781119367765

111936776X

9781119367758

1119367751

OCLC:

1013508835