Chapter 1 Introduction
1.1 General Concepts of Concrete Structures
1.1.1 Definition and Classification of Concrete Structures
1.1.2 Function and Demand of Reinforcement
1.1.3 Advantages and Disadvantages of Concrete Structures
1.2 Historical Development of Concrete Structures
1.3 Function and Limit State of Structures
1.3.1 Function of Structures
1.3.2 Limit State of Structures
1.3.3 Load and Material Strength
1.4 Characteristics of Course and Learning Methods
Questions

Chapter 2 Mechanical Properties of Concrete and Steel Reinforcement
2.1 Mechanical Properties of Concrete
2.1.1 Strength of Concrete Under Uniaxial Stress State
2.1.2 Strength of Concrete Under Multiaxial Stresses
2.1.3 Deformation of Concrete
2.1.4 Fatigue Performance of Concrete
2.2 Mechanical Properties of Steel Bars
2.2.1 Type of Steel Bars
2.2.2 Domestic Ordinary Steel Bars
2.2.3 Strength and Deformation of Steel Bars
2.2.4 Constitutive Model of Steel Bars
2.2.5 Fatigue Failure of Steel Bars
2.2.6 Reinforcement Properties for Reinforced Concrete Structures ~
2.3 Bonding Between Steel Bars and Concrete
2.3.1 Importance of Bonding
2.3.2 Components of Bonding Strength
2.3.3 Bond Stress-Slip Relationship
2.3.4 Anchorage of Steel Bars
Questions

Chapter 3 Load-Carrying Capacity on Normal Section for Flexural Members
3.1 General Structure of Beams and Slabs
3.2 The Flexural Property of Normal Section for Flexural Members
3.2.1 Three Typical Stages for Beams with Under-Reinforced Beam
3.2.2 Failure Modes
3.2.3 Balanced Failure and Balanced Reinforcement Ratio
3.3 Calculation Principles for Load-Carrying Capacity of Normal Sections
3.3.1 Basic Assumption
3.3.2 Equivalent Rectangular Stress Block
3.3.3 Critical Reinforcement Ratio
3.3.4 Minimum Reinforcement Ratio
3.4 Load-Carrying Capacity of Normal Section for Flexural Members with Singly
Reinforced Rectangular Sections
3.4.1 Basic Formulae and Applicable Conditions
3.4.2 Application of Formulae
3.4.3 Calculation Coefficient and Calculation Method on Bearing Capacity of Normal Section
3.5 Load-Carrying Capacity of Normal Section for Flexural Members with Doubly Reinforced Rectangular Sections
3.5.1 Introduction
3.5.2 Basic Formulae and Applicable Conditions
3.5.3 Application of Formulae
3.6 Load-Carrying Capacity of Normal Section for Flexural Members with T-Sections
3.6.1 Introduction
3.6.2 Design Formulas and Applicable Conditions
3.6.3 Application of Formulae
Questions
Exercises

Chapter 4 Load-Carrying Capacity of Oblique Section for Flexural Members
4.1 Introduction
4.2 Inclined Crack, Shear-Span Ratio and Failure Modes of Inclined Sections under Shear Force
4.2.1 Web-Shear Inclined Crack and Flexure-Shear Inclined Crack
4.2.2 Shear-Span Ratio (A)
4.2.3 Failure Modes of the Oblique Section
4.3 Mechanism of Shear Resistance for Beams without Web Reinforcement
4.4 Calculation of Load-Carrying Capacity on Oblique Section
……

Charter 5 Sectional Load-Carrying Capacity for Compression Members
Chapter 6 Load-Carrying Capacity for Tension Members
Chapter 7 Load-Carrying Capacity of Torsional Members
Chapter 8 Deflection, Crack and Durability
Chapter 9 Prestressed Concrete Members
Appendix 1 Indexes of Mechanical Properties of Materials as Specified in Code for Design of Concrete Structures GB 50010——2010
Appendix 2 The Nominal Diameter, Nominal Cross-Sectional Area and Theoretical Weight of Nominal Steels
Appendix 3 Environmental Categories of Concrete Structures
References