
High-Strength Steels: New Trends in Production and Applications
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Content
- Intro
- Contents
- Preface
- Chapter 1
- Effects of Temperature and Stress Triaxiality on Deformation and Fracture Behaviour of High-Strength Rail Steels
- Abstract
- Introduction
- Theoretical Background
- Extended Strain Energy Density Model
- Equivalent Plastic Fracture Strain of Pre-Cracked SENB Specimen
- Experiments
- Materials and Test Specimens
- Tensile Test of Smooth Specimens
- Tensile Test of Short-Gauged Specimens
- Three-Point Bending Test
- Finite Element Modelling
- Temperature Effect on Mechanical Properties
- Smooth and Short-Gauged Tensile Specimens
- Fracture Toughness
- KSc Prediction Based on an Extended SED Model
- Constitutive Equation
- Average Stress Triaxiality
- Fracture Locus
- KSc Prediction
- Conclusion
- Acknowledgments
- References
- Chapter 2
- Hydrogen Entry and Distribution in Steel: Assessments by Different Local Electrochemical Techniques
- Abstract
- Introduction
- Results and Discussion
- Scanning Electrochemical Microscopy (SECM)
- Scanning Vibrating Electrode (SVET) and Local Electrochemical Impedance (LEIS) Techniques
- Scanning Kelvin Probe (SKP) Technique
- SKP Application for Determination of Localized Stress
- SKP Technique for Determination of the Hydrogen in Steels
- Conclusion
- References
- Chapter 3
- New Design Theory of Second-Order Direct Analysis for High-Strength Steel Columns
- Abstract
- Introduction
- Background and Literature Review
- High-Strength Steel Materials
- Residual Stress
- High-Strength Steel Columns
- Second-Order Direct Analysis Method
- Design by Second-Order Direct Analysis Method for High-Strength Steel Columns
- Beam-Column Element Formulations
- Plastic Fibre Hinge Model
- Cross Section Analysis Technique
- Analysis Examples
- Verification of Sectional Analysis Technique with Residual Stress
- (a) Box-Section with Residual Stress
- (b) H-Section with Residual Stress
- Direct Analysis of High-Strength Steel Columns
- (a) Welded Box-Column with Q460 High-Strength Steel
- (b) Welded H-Column with Q460 High-Strength Steel
- Conclusion
- Acknowledgments
- References
- Chapter 4
- Interactions and Effects of Hydrogen on High Strength Steels
- Abstract
- Introduction
- Experimetal Methods
- Hydrogen in Fatigue
- Fatigue Behavior
- Fractography
- Thermal Analysis
- Silver Decoration Technique
- Conclusion
- References
- Chapter 5
- Strain-Based Design Method for High-Strength Steel Pipelines in Active Fault Crossing Areas
- Abstract
- Introduction
- Material Model for High Strength Pipe Steel
- Ramberg-Osgood Model
- Novel Material Stress-Strain Characterization Model Proposed by UOA
- Strain Demand Analysis Method for Buried Pipe Subjected to Fault Displacements
- Fault Displacement Magnitudes
- Numerical Model for Strain Demand Calculation
- Modeling Soil Constraints on Pipe
- Modeling Pipe
- Load and Boundary Conditions
- Strain Capacity Models for High-Strength Pipe
- Tensile Strain Capacity Model
- Compressive Strain Capacity Model
- Allowable Strain for Pipeline Design
- SBD Procedure for Buried High-Strength Pipe
- SBD Procedure
- Case Study for Xinyuezhe X80 Gas Pipeline in China
- Case Description
- Stress-Strain Material Characteristic of X80 Steel
- Allowable Strain Values of X80 Steel
- Soil Parameters in This Case
- SBD Procedure
- Conclusion
- References
- Chapter 6
- High Strength Quenched and Tempered Steels: Weldability and Welding
- Abstract
- 1. Introduction
- 2. Weldability
- 2.1. Definition
- 2.1.1. Evaluation of the Weldability Based on Carbon Equivalent
- 2.1.2. Continuous - Cooling - Transformation Diagram
- 2.1.3. Technological Tests
- 2.1.4. Physical Simulation
- 2.1.4.1. Physical Simulation of Steel S890Q (St-890)
- 2.1.4.2. Physical Simulation of Steel S960Q (XABO 960) Steel
- 2.1.4.3. Physical Simulation of Steel Weldox 1100 Steel
- 2.1.4.4. Physical Simulation of Steel Weldox 1300 Steel
- 2.1.4.5. Physical Simulation of High Strength Steels - Summary
- 2.2. Weldability of the High Strength Steel - Summary
- 2.2.1. Cold Cracking
- 2.2.2. Hot Cracking
- 2.2.3. Lamellar Cracking
- 2.2.4. Soft Layer Issue
- 2.2.5. Failing to Obtain Required Toughness in the Weld and HAZ
- 3. Welding of High Strength Steel
- 3.1. Introduction
- 3.2. Filler Material
- 3.3. Preheating, Interpass and Postweld Heat Treatment - Procedures
- 3.4. Welding Processes
- 3.4.1. GTA Welding
- 3.4.2. Manual Metal Arc Welding
- 3.4.3. Submerged Arc Welding
- 3.4.4. GMA Welding
- 3.4.5. Flux Cored Arc Welding
- 3.4.6. Laser Hybrid Welding
- 3.4.7. Electron Beam Welding
- 3.4.8. Repair Welding of High Strength Steel
- 4. Economic Aspect of Welding of High Strength Steels
- Conclusion
- References
- Chapter 7
- Local-Overall Interaction Buckling of HSS Welded Thin-Walled Columns and Beam-Columns
- Abstract
- 1. Introduction
- 2. Cross-Sections of HSS Thin-Walled Columns and Beam-Columns
- 2.1. American Specification ANSI/AISC 360-16
- 2.2. European Standard EN 1993-1-1: 2005
- 2.3. Chinese Code GB 50017-2003
- 3. Material Models for HSSs
- 3.1. HSS Material Property Tests
- 3.2. HSS Material Models
- 4. Residual Stress Distribution Models in HSS Welded Cross-Sections
- 4.1. Welded I-Sections
- 4.2. Welded Box-Sections
- 4.3. Welded Tube-Sections
- 5. Finite Element Model for HSS Welded Thin-Walled Columns
- 5.1. Finite Element Model
- 5.2. Verification of the Finite Element Model
- 6. Local-Overall Interaction Buckling Behavior of HSS Welded Thin-Walled Columns
- 6.1. Load-Deformation Responses
- 6.2. The Effect of Different Parameters on the Strength of Welded Thin-Walled Box Columns
- 6.2.1. Amplitudes of the Geometrical Imperfections
- 6.2.2. Residual Stresses
- 6.2.3. Strain Hardening of Material
- 6.2.4. Yield Strengths of HSSs
- 6.2.5. Width-To-Thickness Ratio
- 6.2.6. Column Slenderness Ratio
- 7. Calculation Formulas for the Strength of HSS Welded Thin-Walled Columns in Some Steel Structural Standards
- 7.1. EWM
- 7.1.1. American Standard ANSI/AISC 360-16
- 7.1.2. Eurocode EN 1993-1
- 7.1.3. Chinese Code GB50017-2003
- 7.2. DSM
- 8. Proposed New Methods for Calculation of HSS Welded Thin-Walled Columns
- 8.1. Modified EWM
- 8.2. Modified DSM
- 8.3. EYSM
- 9. Finite Element Model for HSS Welded Thin-Walled Beam-Columns
- 9.1. Geometrical Imperfections
- 9.2. Boundary Conditions and Load Application
- 10. Local and Overall Interaction Buckling Behavior of HSS Welded Thin-Walled Beam-Columns
- 10.1. Load-Displacement or Load-Rotation Curve
- 10.2. The Effect of Parameters on the Ultimate Load Carrying Capacity
- 10.2.1. Slenderness Ratio
- 10.2.2. Width-to-Thickness Ratio
- 10.2.3. Height-to-Thickness Ratio
- 10.2.4. Relative Eccentricity Ratio
- 10.3. Axial Load and Bending Moment Interaction Curves
- 11. Calculation Formulas for the Strength of HSS Welded Thin-Walled Beam-Columns in Some Steel Structural Standards
- 11.1. American Standard ANSI/AISC 360-16 and AISI S100 2016
- 11.2. Eurocode EN 1993-1-1:2005
- 11.3. Chinese Code GB 50017-2003
- 12. Proposed New Methods for Calculation of HSS Welded Thin-Walled Beam-Columns
- Conclusion
- References
- Editor's Contact Information
- Index
- Blank Page
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