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1.1 Sony center in Berlin.
1.2 Application of HSS in Sony center in Berlin.
1.3 Historical development of production processes for rolled steel products (Sedlacek and Muller 2005).
1.4 Reduction of wall thickness and weight with increasing strength of steel (Sedlacek and Muller 2005).
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.
2.4 The nature of welding.
2.5 Mechanism of fusion welding.
2.6 Relationship between yield stress and Cequiv.
2.7 Phase transformation in the welding.
2.8 CCT diagrams of HSS.
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°).
3.3 Preheating area.
3.4 Preheating process.
3.5 The number of welding passes and welding sequences adopted for joints with different thickness and intersection angles.
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.
3.11 Residual stresses distribution along the transverse direction (y axis, gauges B, B1, B2, and B3) for 90° joints.
3.12 Residual stresses distribution along the transverse direction (y axis, gauges B, B1, and B2) for 135° joints.
3.13 Residual stresses distribution along the transverse direction (y axis) for joints welded at ambient temperature.
3.14 Residual stresses distribution along the transverse direction (y axis) for joints with preheating.
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.
4.2 Discretization of the plate-to-plate joints (Light Gray elements: activated; Dark Gray elements: deactivated.)
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.
4.10 The temperature distributions at different times (? = 135°, t1 = 12 mm, welded at ambient temperature) (a) t = 1.0s, (b) t = 58.7s, (c) t = 117.4s, (d) t = 176.1s, (e) t = 300s, (f) t=2500s.
4.11 The residual stress near weld in joints (? = 135°, t1 = 12 mm).
4.12 Relationship between transverse residual stress and distance from the weld toe (? = 135°, t1 = 12 mm, preheated).
4.13 Relationship between transverse residual stress and distance from the weld toe (? = 135°, t1 = 12 mm, ambient temperature).
4.14 The average cooling rate at selected points for preheating and ambient temperature cases (? = 135°, t1 = 12 mm).
4.15 Double ellipsoidal heat source model.
4.16 Welding direction in the selected HSS plate-to-plate joint (? = 135°, t1 = 12 mm, ambient temperature and ? = 135°, t1 = 12 mm, preheating, LHS: left hand side, RHS: right hand side).
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).
4.22 The transverse residual stress profile for the ambient temperature specimen (LHS: left-hand side, RHS: right-hand side.
4.23 Transverse residual stress variation at different locations (? = 135°, t1 = 12 mm, ambient temperature, welding direction: case 1).
4.24 Transverse residual stress variation at different depths (? = 135°, t1 = 12 mm, ambient temperature, welding direction: case 1).
4.25 The transverse residual stress profile for preheated specimen at the chord plate (LHS: left-hand side, RHS: right-hand side).
4.26 Transverse residual stress variation at different locations (? = 135°, t1 = 12 mm, preheated, welding direction: case 1).
4.27 Transverse residual stress variation at different depths (? = 135°, t1 = 12 mm, preheated, welding direction: case 1).
4.28 The von Mises residual stress in the middle of chord width (? = 135°, t1 = 12 mm, ambient temperature, welding direction: case 1).
4.29 The von Mises residual stress in the middle of chord width (? = 135°, t1 = 12 mm, preheating, welding direction: case 1).
4.30 The transverse residual stress at the middle of chord width (? = 135°, t1 = 12 mm, ambient temperature, welding direction: case 1).
4.31 The transverse residual stress at the middle of chord width (? = 135°, t1=12 mm, preheating, welding direction: case 1).
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.
5.8 Revised drilling setup.
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.
5.12 Strain gauge scheme around Corner b.
5.13 Strain gauge...
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