Finite element analysis and design of steel and steel-concrete composite bridges /

This second edition of Finite Element Analysis and Design of Steel and Steel-Concrete Composite Bridges is brought fully up-to-date and provides structural engineers, academics, practitioners, and researchers with a detailed, robust, and comprehensive combined finite modeling and design approach. Th...

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Bibliographic Details
Main Author:	Ellobody, Ehab (Author)
Corporate Author:	ScienceDirect (Online service)
Format:	eBook
Language:	English
Published:	Oxford, United Kingdom ; Cambridge, MA : Butterworth-Heinemann, an imprint of Elsevier, [2023]
Edition:	Second edition.
Subjects:	Iron and steel bridges > Design and construction. Concrete bridges > Design and construction. Finite element method. Méthode des éléments finis. Concrete bridges > Design and construction Finite element method Iron and steel bridges > Design and construction Electronic books.
Online Access:	Connect to the full text of this electronic book

Table of Contents:

Intro
Finite Element Analysis and Design of Steel and Steel-Concrete Composite Bridges
Copyright
Contents
Chapter 1: Introduction
1.1. General remarks
1.2. Types of steel and steel-concrete composite bridges
1.3. Literature review of steel and steel-concrete composite bridges
1.3.1. General remarks
1.3.2. Recent investigations on steel bridges
1.3.3. Recent investigations on steel-concrete composite bridges
1.4. Finite element modeling of steel and steel-concrete composite bridges
1.5. Current design codes of steel and steel-concrete composite bridges
References
Chapter 2: Nonlinear material behavior of the bridge components
2.1. General remarks
2.2. Nonlinear material properties of structural steel
2.2.1. General
2.2.2. Steel stresses
2.2.3. Ductility
2.2.4. Fracture toughness
2.2.5. Weldability
2.2.6. Weather resistance
2.2.7. Residual stresses
2.3. Nonlinear material properties of concrete
2.3.1. General
2.3.2. Concrete stresses
2.3.3. Creep and shrinkage
2.3.4. Stress-strain relation of concrete for nonlinear structural analysis
2.3.5. Stress-strain relations for the design of cross-sections
2.3.6. Flexural tensile strength
2.3.7. Confined concrete
2.4. Nonlinear material properties of reinforcement bars
2.4.1. General
2.4.2. Properties
2.5. Nonlinear material properties of prestressing tendons
2.5.1. General
2.5.2. Properties
2.6. Nonlinear behavior of shear connection
2.6.1. General
2.6.2. Shear connectors
2.6.3. Complete and partial shear concoction
2.6.4. Main investigations on shear connection in composite beams with solid slabs
2.6.5. Main investigations on shear connection in composite beams with profiled steel decking.
2.6.6. Main investigations on shear connection in composite beams with prestressed hollow core concrete slabs
2.6.7. Main investigations on numerical modeling of shear connection
2.6.8. Main investigations on numerical modeling of composite girders
References
Chapter 3: Applied loads and stability of steel and steel-concrete composite bridges
3.1. General remarks
3.2. Dead loads of steel and steel-concrete composite bridges
3.2.1. Dead loads of railway steel bridges
3.2.2. Dead loads of highway steel and steel-concrete composite bridges
3.3. Live loads on steel and steel-concrete composite bridges
3.3.1. Live loads for railway steel bridges
3.3.2. Live loads for highway steel and steel-concrete composite bridges
3.4. Horizontal forces on steel and steel-concrete composite bridges
3.4.1. General
3.4.2. Horizontal forces on railway steel bridges
3.4.2.1. Centrifugal forces
3.4.2.2. Nosing force
3.4.2.3. Traction and braking forces
3.4.2.4. Wind forces
3.4.3. Horizontal forces on highway steel and steel-concrete composite bridges
3.4.3.1. Braking and acceleration forces
3.4.3.2. Centrifugal forces
3.5. Other loads on steel and steel-concrete composite bridges
3.5.1. Fatigue loads
3.5.1.1. Fatigue loads on highway bridges
3.5.1.2. Fatigue loads on railway bridges
3.5.2. Dynamic loads
3.5.2.1. General
3.5.2.2. Dynamic loads on railway bridges
3.5.3. Accidental forces
3.5.3.1. General
3.5.3.2. Collision forces from vehicles under the bridge
3.5.3.3. Collision forces on decks
3.5.3.4. Actions from vehicles on the bridge
3.5.3.5. Collision forces on curbs
3.5.3.6. Collision forces on vehicle restraint systems
3.5.3.7. Collision forces on structural members
3.5.3.8. Actions on pedestrian parapets.
3.5.4. Actions on footways, cycle tracks, and footbridges
3.5.5. Thermally induced loads
3.6. Load combinations
3.6.1. General
3.6.2. Groups of traffic loads for highway bridges
3.6.3. Groups of traffic loads for railway bridges
3.7. Design approaches
3.7.1. General
3.7.2. Allowable stress design approach
3.7.3. Limit states design approach
3.7.4. Limit states design codes
3.8. Stability of steel and steel-concrete composite plate girder bridges
3.8.1. General
3.8.2. Bending moment resistance of steel plate girders
3.8.3. Lateral torsional buckling of plate girders in bending
3.8.4. Shear resistance of steel plate girders
3.8.5. Plate buckling effects due to direct stresses
3.8.5.1. General
3.8.5.2. Stiffened plate elements with longitudinal stiffeners
3.8.5.3. Plate type behavior
3.8.5.4. Column type buckling behavior
3.8.5.5. Interaction between plate and column buckling
3.8.5.6. Verification
3.8.6. Behavior of steel-concrete composite plate girders
3.8.6.1. Effective width of flanges for shear lag
3.8.6.2. Bending resistance of composite plate girders
3.8.6.3. Resistance to vertical shear
3.8.6.4. Shear connection
3.8.6.5. Design equations for the evaluation of headed stud capacities
3.8.6.5.1. Composite beams with solid reinforced concrete slabs
3.8.6.5.2. Composite beams with profiled steel sheeting
3.8.6.5.3. Composite beams with prestressed hollow core concrete slabs
3.9. Stability of steel and steel-concrete composite truss bridges
3.9.1. General
3.9.2. Design of tension members
3.9.3. Design of compression members
3.10. Design of bolted and welded joints
3.10.1. General
3.10.2. Connections made with bolts or pins
3.10.2.1. Bolted connections
3.10.2.2. Connections made with pins
3.10.3. Design of welded joints.
3.11. Design of bridge bearings
3.11.1. General
3.11.2. Examples of proprietary bearings
3.11.3. Examples of steel fabricated bearings
3.11.4. Design rules for bearings
3.11.5. Design rules for fabricated steel bearings
References
Chapter 4: Design examples of steel and steel-concrete composite bridges
4.1. General remarks
4.2. Design example of a double track plate girder deck railway steel bridge
4.2.1. Design of the stringers (longitudinal floor beams)
4.2.2. Design of the cross girders
4.2.3. Design of the main plate girders
4.2.4. Curtailment of the flange plates of the main plate girder
4.2.5. Design of the fillet weld between flange plates and web
4.2.6. Check of lateral torsional buckling of the plate girder compression flange
4.2.7. Design of web stiffeners
4.2.7.1. Load-bearing stiffeners
4.2.7.2. Intermediate stiffeners
4.2.8. Design of stringer bracing (lateral shock or nosing force bracings)
4.2.9. Design of wind bracings
4.2.10. Design of stringer-cross girder connection
4.2.11. Design of cross girder-main plate girder connection
4.2.12. Design of field splices
4.2.13. Design of roller steel fabricated bearings
4.2.14. Design of hinged line rocker steel fabricated bearings
4.3. Design example of a through-truss highway steel bridge
4.3.1. Design of the stringers
4.3.2. Design of the cross girders
4.3.3. Calculation of forces in truss members
4.3.3.1. General
4.3.3.2. Calculation of force in the upper chord member U5
4.3.3.3. Calculation of force in the lower chord member L5
4.3.3.4. Calculation of force in the lower chord member L4
4.3.3.5. Calculation of force in the lower chord member L3
4.3.3.6. Calculation of force in the lower chord member L2
4.3.3.7. Calculation of force in the diagonal chord member D5.
4.3.3.8. Calculation of force in the diagonal chord member D4
4.3.3.9. Calculation of force in the diagonal chord member D3
4.3.3.10. Calculation of force in the diagonal chord member D2
4.3.3.11. Calculation of force in the diagonal chord member D1
4.3.3.12. Calculation of the reactions at supports
4.3.3.13. Design of the maximum compression upper chord member U5
4.3.3.14. Design of the compression upper chord member U3
4.3.3.15. Design of the compression upper chord member U2
4.3.3.16. Design of the compression upper chord member U1
4.3.3.17. Design of the compression vertical member V5
4.3.3.18. Design of the compression vertical member V4
4.3.3.19. Design of the compression vertical member V3
4.3.3.20. Design of the compression vertical member V2
4.3.3.21. Design of the compression vertical member V1
4.3.3.22. Design of the diagonal member D5
4.3.3.23. Design of the diagonal tension member D3
4.3.3.24. Design of the diagonal tension member D2
4.3.3.25. Design of the diagonal tension member D1
4.3.3.26. Design of the lower chord member L5
4.3.3.27. Design of the lower chord member L4
4.3.3.28. Design of the lower chord member L3
4.3.3.29. Design of the lower chord member L2
4.3.3.30. Design of stringer-cross girder connection
4.3.3.31. Design of cross girder-main truss connection
4.3.3.32. Design of wind bracings
4.3.3.33. Design of roller steel fabricated bearings
4.3.3.34. Design of hinged line rocker steel fabricated bearings
4.3.3.35. Design of joint J1
4.3.3.36. Design of joint J2
4.3.3.37. Design of joint J3
4.3.3.38. Design of joint J4
4.3.3.39. Design of joint J5
4.3.3.40. Design of joint J6
4.3.3.41. Design of joint J7
4.3.3.42. Design of joint J8
4.3.3.43. Design of joint J9
4.3.3.44. Design of joint J10.