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Concrete-filled steel tubular arch bridges
- Author / Creator
- Available as
- Online
Details
- Creator
- Baochun Chen, Junping Liu, Jiangang Wei
- Format
- Books
- Language
- English
- Contributors
- Publication
-
- Singapore : Springer, [2023]
- ©2023
- Physical Details
-
- 1 online resource (581 pages)
- ISBNs
- 9789811937002, 9811937001, 9789811936999
- Includes bibliographical references.
- Intro -- Preface -- Acknowledgments -- Book Outline -- Terms and Symbols -- Terms -- Symbols -- Actions (And Resistances) -- Material Properties -- Geometric Parameters -- Computational Coefficients and the Others -- Contents -- About the Authors -- 1 Introduction -- 1.1 Introduction to Arch Bridges -- 1.1.1 General -- 1.1.2 Evolution of Arch Bridges -- 1.2 CFST Arch Bridges and Other CFST Structures -- 1.2.1 Steel Tube and Steel Tube Structures -- 1.2.2 CFST Members -- 1.2.3 Evolution of CFST Arch Bridges -- 1.2.4 Other CFST Structures -- 1.3 Related Standards in China -- 1.3.1 General Description -- 1.3.2 Code System for Highway Bridges -- 1.3.3 Specifications for CFST Arch Bridges in China -- 1.4 Actions (Loads) -- 1.4.1 Classification of Actions, Representative Values and Combination of Actions -- 1.4.2 Permanent Actions -- 1.4.3 Variable Actions -- 1.4.4 Accidental Actions -- 1.4.5 Seismic Actions -- 1.4.6 Special Live Actions of CFST Arch Bridges -- 1.5 Scope of the Book -- 1.5.1 General -- 1.5.2 Contents -- 1.5.3 Related Books -- References -- 2 Structural System -- 2.1 General -- 2.1.1 Classification of Structural System -- 2.1.2 Investigation of Structural System Application -- 2.2 Deck Arch Bridge -- 2.2.1 Evolution -- 2.2.2 Structural Characteristics -- 2.2.3 Construction Method -- 2.2.4 Bridge Examples -- 2.3 Half-Through Arch Bridge -- 2.3.1 Evolution -- 2.3.2 Structural Characteristics -- 2.3.3 Construction Methods -- 2.3.4 Bridge Examples -- 2.4 Tied Arch Bridge -- 2.4.1 Evolution -- 2.4.2 Structural and Mechanical Characteristics -- 2.4.3 Construction Method -- 2.4.4 Bridge Examples -- 2.5 Through Rigid-Frame Tied Arch Bridge -- 2.5.1 Brief Introduction to Rigid-Frame Tied Arch Bridge -- 2.5.2 Development of Through Rigid-Frame Tied Arch Bridge -- 2.5.3 Structural Characteristics -- 2.5.4 Construction Methods
- 2.5.5 Bridge Examples -- 2.6 Flying-Bird-Type CFST Arch Bridge -- 2.6.1 Development -- 2.6.2 Mechanical Characteristics and General Design -- 2.6.3 Structure Characteristics -- 2.6.4 Construction Method -- 2.6.5 Bridge Examples -- References -- 3 Structural Details -- 3.1 Arch Ribs -- 3.1.1 Materials for Arch Ribs -- 3.1.2 Types of Cross-Section -- 3.1.3 Sectional Dimensions -- 3.1.4 Structures with Solid Ribs (Single Circular Tubes and Dumbbell Shape Ribs) -- 3.1.5 Structures of Truss Arch Ribs -- 3.2 Transverse Structures of Main Arch Rrib -- 3.2.1 Parallel Arch Structures -- 3.2.2 Basket-Handle Arches -- 3.2.3 Open Arches -- 3.3 Deck Structures -- 3.3.1 Deck Structures of Tied Arch Bridges (Type I Deck Structure) -- 3.3.2 Deck Structure of Deck Arch Bridge (Type II Deck Structure) -- 3.3.3 Suspended Integral Deck Structure (Type III Deck Structure) -- 3.3.4 Suspended Deck Structure with Crossbeams as Main Structure (Type IV and Type V Deck Structures) -- 3.4 Suspender Cables and Tie Cables -- 3.4.1 Suspender Cables -- 3.4.2 Tie Cables -- 3.5 Joints and Structural Details -- 3.5.1 Field Splices of Steel Tube Arch Ribs -- 3.5.2 Closure Joints of Arch Ribs -- 3.5.3 Joints of Chords/Webs in Truss Arch Ribs -- 3.5.4 Joint of Arch Rib/Bracing -- 3.5.5 Related Structures to Core Concrete Filling -- 3.6 Arch Seats, Piers and Abutments, Foundations -- 3.6.1 Joint of Arch Seat/Springing -- 3.6.2 Piers, Abutments, and Their Foundations -- References -- 4 Design and Calculation -- 4.1 Selection of the Structural Type -- 4.1.1 On Adaptability -- 4.1.2 On Durability and Robustness -- 4.2 Basics for Design Calculation -- 4.2.1 General Rules -- 4.2.2 Basic Principles for the Calculation of Ultimate Limit State -- 4.2.3 Structural Calculation Model -- 4.2.4 Design Stiffness of Cross Section of Arch Ribs -- 4.3 Strength of CFST Arch
- 4.3.1 Calculation of Internal Force of Arch Rib -- 4.3.2 Strength of a CFST Stud Column Under Axially Compression -- 4.3.3 Axial Compressive Strength of CFST Dumbbell-Shaped and Laced Columns, ND -- 4.3.4 Reduction Factor of Eccentricity Ratio on CFST Compressive Strength, e -- 4.4 Calculation Method of CFST Arch -- 4.4.1 Basic Concept -- 4.4.2 Stability Calculation of CFST Arch -- 4.4.3 Nonlinear Behavior of CFST Arches -- 4.5 Ultimate Load-Carrying Capacity of CFST Columns Under Eccentric Compression -- 4.5.1 Basic Formula -- 4.5.2 Stability Coefficient -- 4.5.3 Slenderness Ratio -- 4.5.4 Creep Reduction Factor Kc -- 4.5.5 Initial Stress Reduction Factor Kp -- 4.5.6 Stability Calculation of CFST Chord in Laced Columns -- 4.6 Calculation for Serviceability Limit State -- 4.7 Other Calculations -- 4.7.1 Strength of Cable Suspenders and Ties -- 4.7.2 Calculation in Construction Stage -- 4.7.3 Fatigue Calculation of Joints and Connections -- 4.7.4 Calculations of Other Structures -- 4.8 Design for Durability -- 4.8.1 General -- 4.8.2 Design of Corrosion Protection -- 4.9 Robustness Design -- 4.9.1 Introduction -- 4.9.2 Main Resistance Structures -- 4.9.3 CFST Arch Ribs -- 4.9.4 Deck System -- References -- 5 Construction -- 5.1 Fabrication of Steel Tube Arch Ribs -- 5.1.1 Fabrication of Steel Tubes -- 5.1.2 Assembly of Steel Tube Arch Ribs -- 5.2 Welding -- 5.2.1 Preparatory Work and Essential Requirements -- 5.2.2 Welding Materials -- 5.2.3 Welding Technology -- 5.2.4 Weld Quality Inspection -- 5.3 Corrosion Protection Coating -- 5.3.1 Essential Requirements -- 5.3.2 Steel Surface Preparation -- 5.3.3 Paint Coating -- 5.3.4 Thermal Sprayed Metal Coatings -- 5.3.5 Inspection and Acceptance -- 5.4 Erection of Steel Tube Arch Ribs -- 5.4.1 Introduction -- 5.4.2 Cantilever Method -- 5.4.3 Swing Method -- 5.4.4 Scaffolding Method
- 5.4.5 Other Construction Methods -- 5.5 Filling Concrete into Arch Tubes -- 5.5.1 Core Concrete Material -- 5.5.2 Preparation for Filling -- 5.5.3 Concrete Pumping -- 5.5.4 Quality Inspection of Filled Concrete -- 5.6 Construction of Other Structures -- 5.7 Construction Monitoring -- 5.7.1 Introduction -- 5.7.2 Inspection Method -- 5.7.3 Control Content -- References -- 6 Maintenance -- 6.1 Bridge Technical Archives -- 6.2 Inspection and Technical Condition Assessment -- 6.2.1 Basic Requirements -- 6.2.2 Regular Inspection -- 6.2.3 Periodic Inspection -- 6.2.4 Special Inspection -- 6.2.5 Condition Rating -- 6.3 Bridge Loading Test -- 6.3.1 A Brief Introduction -- 6.3.2 Static Loading Test -- 6.3.3 Dynamic Loading Test -- 6.4 Health Monitoring -- 6.5 Maintenance of Steel and CFST Structures -- 6.5.1 Steel Surface -- 6.5.2 Welded Connections -- 6.5.3 Bonding State Between Concrete Core and Steel Tube in CFST Arch Members -- 6.6 Maintenance and Replacement of Suspender Cables and Tie Cables -- 6.6.1 Maintenance -- 6.6.2 Replacement -- 6.7 Maintenance and Strengthening of Deck System -- 6.7.1 Maintenance -- 6.7.2 Strengthening -- 6.8 Maintenance of Others -- 6.8.1 Reinforced Concrete Structures -- 6.8.2 Bearings -- 6.8.3 Expansion Joints -- 6.8.4 Deck Drainage Facilities -- 6.8.5 Sidewalk, Railing and Guardrail -- 6.8.6 Lighting and Signs -- References