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Concrete-Filled Steel Tubular Arch Bridges

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Descripción

This book discusses the features of composite materials and arch structures. Providing an in-depth fundamental and practical guide to the field, it systemically addresses all aspects of concrete-filled steel tubular (CFST) arch bridges,


Características

  • ISBN: 9789811936999
  • Páginas: 581
  • Tamaño: 17x24
  • Edición:
  • Idioma: Inglés
  • Año: 2022

Disponibilidad: 3 a 7 Días

Contenido Concrete-Filled Steel Tubular Arch Bridges

This book discusses the features of composite materials and arch structures. Providing an in-depth fundamental and practical guide to the field, it systemically addresses all aspects of concrete-filled steel tubular (CFST) arch bridges, including a comprehensive overview on technical developments, structural systems, structural detailing, design and analysis, construction technology, and maintenance. The real-world examples presented have been carefully selected to highlight the advanced theoretical and technological solutions for CFST arch bridges and to motivate researchers to promote innovative and sustainable development in the area.

The book couples fundamental concepts with advanced practices translated from the third edition of the author’s Chinese book on CFST arch bridges, which has been the most significant book on the topic since the first edition published in 1999. This English translation can servers as an idea textbook for postgraduate students in the fields of civil, construction and environmental engineering, especially in bridge engineering, as well as a perfect review and reference guide for engineering practitioners and researchers.

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 cole  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 StructuralSystem .

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 StructuralCharacteristics
   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-FrameTied Arch Bridge
   2.5.1 Brief Introductionto Rigid-FrameTied Arch Bridge .
   2.5.2 Developmentof 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 CircularTubes 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(TypeI Deck Structure)
   3.3.2 Deck Structure of Deck Arch Bridge (TypeII Deck Structure)
   3.3.3 Suspended Integral Deck Structure (TypeIII Deck Structure) .
   3.3.4 Suspended Deck Structure with Cross beams as MainStructure (Type IVand 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 inTruss Arch Ribs
   3.5.4 Joint of Arch Rib/Bracing
   3.5.5 Related Structures to Core Concrete Filling
3.6  ArchSeats,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 Ratioon CFST Compressive Strength,phi Subscript ephi Subscript 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 Chordin 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 Calculationin 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 fSteel 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 SteelSurfacePreparation
   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 in to ArchTubes .
   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 BridgeTechnicalArchives
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 WeldedConnections .
  6.5.3 Bonding State Between Concrete Core and Steel Tubein 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,RailingandGuardrail .
  6.8.6 Lighting and Signs
References

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