
Welded High Strength Steel Structures
Description
Alles über E-Books | Antworten auf Fragen rund um E-Books, Kopierschutz und Dateiformate finden Sie in unserem Info- & Hilfebereich.
More details
Other editions
Additional editions


Person
Content
1.1 Research Background
1.2 Objectives and Scope
1.3 Contributions and Originality
1.4 Organization
LITERATURE REVIEW
2.1 High Strength Steel (HSS)
2.1.1 Overview
2.1.2 Delivery Condition of HSS
2.1.3 Fatigue and Fracture of HSS
2.1.4 Codes and Standards of HSS application
2.2 Welding and Residual Stress
2.2.1 Overview of Arc-Welding
2.2.2 Weldability of Steel
2.2.3 Phase Transformation and Other Phenomenon in Welding Procedure
2.2.4 The Formation of Residual Stress
2.2.5 Residual Stress Investigation Techniques
2.2.6 Exploration on Residual Stress Effects
2.3 Fatigue Analysis of Tubular Joints
2.3.1 Classification and Parameters of Tubular Joints
2.3.2 Stress Analysis of Intact Tubular Joint
EXPERIMENTAL INVESTIGATION OF RESIDUAL STRESS FOR HIGH STRENGTH STEEL PLATE-TO-PLATE JOINTS
3.1 Introduction
3.2 The Hole-Drilling Method and Specimen Details
3.2.1 The ASTM hole-drilling method
3.2.2 Specimen Specifications
3.2.3 Welding Specification
3.3 Residual Stress Investigation
3.3.1 Setup and Modification of the Hole-Drilling Guide
3.3.2 Strain Gauge Locations
3.3.3 Calibration Test for Residual Stress Measurement
3.3.4 Residual Stress Measurement Procedure
3.3.5 Cutting of Brace Plate
3.4 Experimental Results
3.4.1 Distribution of Residual Stress Along the Weld Toe
3.4.2 The Effects of Preheating
3.4.3 The Effects of Joint Angle
3.4.4 The Effects of Plate Thickness
3.4.5 The Effects of Brace Plate Cutting
3.5 Static Tensile Testing
3.5.1 Testing Rig
3.5.2 Strain Gauge Locations
3.5.3 Testing Procedure
3.5.4 Testing Results
3.6 The Influence of Residual Stress on SCF Value
3.6.1 Analysis method
3.6.2 Results and Conclusions
3.7 Conclusion and Summary
NUMERICAL STUDY OF RESIDUAL STRESS FOR HIGH STRENGTH STEEL PLATE-TO-PLATE JOINTS
4.1 Introduction
4.2 Modelling Procedure and Results For 2d Models
4.2.1 Overview
4.2.2 The Lumped Technique
4.2.3 Weld Filler Addition Technique
4.2.4 Heat Transfer Analysis
4.2.5 Mechanical Analysis
4.2.6 Model Validation and Results
4.3 MODELLING PROCEDURE AND RESULTS FOR 3D MODELS
4.3.1 Overview
4.3.2 Heat Source
4.3.3 Modeling for the Weld Filler Adding Process
4.3.4 Modeling Validation
4.3.5 Modeling Results
4.4 PARAMETRIC STUDY
4.4.1 Effect of Boundary Condition
4.4.2 Effect of Preheating Temperature
4.4.3 Effect of Using Different Lumps
4.4.4 Effect of Welding Speed
4.4.5 Effect of Welding Sequence
4.5 Conclusions
EXPERIMENTAL INVESTIGATION OF RESIDUAL STRESS FOR WELDED BOX HIGH STRENGTH STEEL T JOINTS
5.1 Introduction
5.2 Experimental Investigation
5.2.1 Material Properties
5.2.2 Specimen Fabrication
5.2.3 Test Setup and Procedure
5.2.4 Strain Gauge Schemes for Residual Stress Measurement
5.2.5 Computation of Residual Stress
5.3 Testing Results
5.3.1 Preheating Specimen
5.3.2 Ambient Temperature Specimen
5.4 Analyses and Discussion
5.4.1 Preheating Effect
5.4.2 Chord Edge Effect
5.4.3 Corner Effect
5.4.4 Stress Variation in Depths
5.5 Conclusions
NUMERICAL STUDY OF RESIDUAL STRESS FOR WELDED HIGH STRENGTH STEEL BOX T/Y JOINTS
6.1 Introduction
6.2 Modeling Procedure
6.2.1 Overview
6.2.2 Heat Source Model
6.2.3 Thermal Interactions
6.2.4 Arc Touch Moving
6.2.5 Modeling Summary
6.3 Modeling of Pure Heat Transfer
6.4 Fully Coupled Residual Stress Analysis
6.4.1 Modeling Validation
6.4.2 Modeling Results
6.5 Parametric Study
6.5.1 Range of The Modeling
6.5.2 Variation of The Residual Stress with Respect to Joint Angle
6.5.3 Variation of The Residual Stress with Respect To B/C (Ratio of Brace Width to Chord Width)
6.5.4 Variation of The Residual Stress with Respect to Welding Speed
6.6 Conclusions
STRESS CONCENTRATION FACTOR OF WELDED BOX HIGH STRENGTH STEEL T JOINT
7.1 Introduction
7.2 Test Setup and Specimens
7.3 Strain Gauge Schemes
7.4 Test Procedure
7.5 Test Results
7.6 Comparison of Test Results with Cidect Guide
7.7 Effect of
List of Figures
1.2 Application of HSS in Sony center in Berlin.
1.5 Technical flow of the book.
2.1 Comparison of different steel delivery conditions.
2.2 Steel microstructures for different delivery conditions.
2.3 Comparison of yield stress for different delivery conditions.
2.5 Mechanism of fusion welding.
2.6 Relationship between yield stress and Cequiv.
2.7 Phase transformation in the welding.
2.9 Columnar grain structure of weld.
2.10 Criterion of hot crack in the weld.
2.11 Welding and mechanical properties of steel.
2.12 Residual stress variation along heat moving path.
2.13 Three types of residual stress.
2.14 Heat transfer analysis in the welding process.
2.15 Couplings in residual stress formation.
2.16 Residual stress relaxation after applying tensile stress.
2.17 Impact of residual stress on K value.
2.18 Common rectangular tubular joint configurations.
2.19 Geometrical parameters for tubular joints.
2.20 Typical S-N curves for fatigue design of CHS and RHS joints.
2.21 Definition of hot-spot stress.
3.1 Schematic diagram of strain gauge for residual stress measurement.
3.2 Typical welding profile of plate-to-plate joint (for ? = 90° and 135°).
3.6 The RS-milling guide for residual stress measurement.
3.7 Strain gauge locations on chord plate for residual stress measurement (all dimensions in mm).
3.8 Calibration test for residual stress coefficients.
3.9 A T-joint before cutting of the brace plate.
3.10 A T-joint after cutting of the brace plate.
3.15 Effects of brace plate cutting for 90° joints welded at ambient temperature.
3.16 Effects of brace cutting for 90° joints with preheating.
3.17 Strain gauges scheme for SCF measurement.
3.18 Plane view of scheme of strain gauges for static testing.
3.19 Strain gauge locations in specimen for static tensile testing.
3.20 Assembly of the specimen and supporting joints.
3.21 Fixing of the specimen and the supporting joints in the testing machine.
3.22 RSF of 135° joints under different nominal stresses.
3.23 RSF of 90° joints under different nominal stresses.
4.1 The flow chart of the modeling procedure.
4.3 Modeling techniques for adding of weld filler.
4.4 Thermal properties used in the modeling.
4.5 Mechanical properties from EC3 and testing.
4.6 Comparison of modeling and testing results for ? = 90° joints with preheating.
4.7 Comparison of modeling and testing results for ? = 90° joints welded at ambient temperature.
4.8 Comparison of modeling and testing results for ? = 135° joints with preheating.
4.9 Comparison of modeling and testing results for ? = 135° joints welded at ambient temperature.
4.11 The residual stress near weld in joints (? = 135°, t1 = 12 mm).
4.15 Double ellipsoidal heat source model.
4.17 Modeling of welding direction along joint width.
4.18 Meshing for the HSS plate-to-plate joint.
4.19 Element birth and death technique used in the modeling (welding direction, case 1).
4.20 Comparison for 2D and 3D modeling and test results (? = 135°, t1 = 12 mm, ambient temperature).
4.21 Comparison for 2D and 3D modeling and test results (? = 135°, t1 = 12 mm, preheating).
4.32 Transverse residual stress variation at different locations.
4.33 Three boundary conditions included in the modeling.
4.34 Different lumping scheme in the parametric study.
4.35 Cases for different weld sequence in the parametric study.
4.36 Comparison of transverse residual stress under different boundary conditions.
4.37 Comparison of transverse residual stress under different preheating temperatures.
4.38 The cooling rate at selected points for preheating effect.
4.39 Comparison of transverse residual stress under different weld lumping schemes.
4.40 The average cooling rate at selected points for different lumping schemes.
4.41 Comparison of transverse residual stress under different welding speeds.
4.42 The average cooling rate at selected points for welding speed effect.
4.43 Comparison of transverse residual stress under different welding sequences.
4.44 The average cooling rate at selected points for welding sequence effect.
5.1 The geometry of the box T-joint (all dimensions in mm).
5.2 Fabrication procedure of HSS box T-joint.
5.3 The cross section and welding sequence of the box section (all dimensions in mm).
5.4 The welding sequence of cross section at the intersection (all dimensions in mm).
5.5 Operation in the welding process for preheated box hollow section.
5.6 Welding direction for joint fabrication.
5.7 Hole geometry and residual stresses.
5.9 Close view of the drilling setup.
5.10 The strain gauges for the specimen with preheating.
5.11 The strain gauges for the specimen at ambient temperature.
System requirements
File format: ePUB
Copy protection: Adobe-DRM (Digital Rights Management)
System requirements:
- Computer (Windows; MacOS X; Linux): Install the free reader Adobe Digital Editions prior to download (see eBook Help).
- Tablet/smartphone (Android; iOS): Install the free app Adobe Digital Editions or the app PocketBook before downloading (see eBook Help).
- E-reader: Bookeen, Kobo, Pocketbook, Sony, Tolino and many more (not Kindle).
The file format ePub works well for novels and non-fiction books – i.e., „flowing” text without complex layout. On an e-reader or smartphone, line and page breaks automatically adjust to fit the small displays.
This eBook uses Adobe-DRM, a „hard” copy protection. If the necessary requirements are not met, unfortunately you will not be able to open the eBook. You will therefore need to prepare your reading hardware before downloading.
Please note: We strongly recommend that you authorise using your personal Adobe ID after installation of any reading software.
For more information, see our ebook Help page.