过镇海主编的《钢筋混凝土原理(英文版)(精)》中详细介绍了混凝土材料的各种受力性能，并以此为基础和以试验为依据，深入地分析钢筋混凝土构件在各种受力状态下的性能变化规律、受力机理、计算原则和方法等，以展示钢筋混凝土作为一种组合结构材料的基本原理和分析方法。

过镇海主编的《钢筋混凝土原理(英文版)(精)》详细介绍结构混凝土的主要材料特点和各种受力和变形性能，以及混凝土和钢筋共同工作的特殊性能。进而以试验为基础，概括了基本构件在各种内力作用下的性能变化规律、工作机理和计算方法，从而揭示了钢筋混凝土用作一种组合结构材料的基本原理和分析方法。对于工程中可能遇到的一些极端工况，包括疲劳、地震、爆炸、高温(火灾)和耐久性损伤等，介绍了材料和构件的特殊性能及其分析方法。本书是以结构工程专业研究生编写的同名课程的教材，也适合相似专业本科生的教与学；对于从事结构工程有关的科学研究、设计和施工的技术人员，在处理工程问题时也可用作参考。

Preface

CHAPTER 1 Introduction

 1.1 Development and features of reinforced concrete structure

 1.2 Characteristics of this course

PART 1 MECHANICAL BEHAVIOR OF CONCRETE

CHAPTER 2 Basic MechanicaI Behavior

 2.1 Material composition and characteristic

2.1.1 Composition and internal structure

2.1.2 Basic characteristics

2.1.3 General mechanism of failure process

 2.2 Compressive strength

2.2.1 Cubic compressive strength

2.2.2 Failure process of prism specimen

2.2.3 Main indices of mechanical behavior

 2.3 Complete compressive stress-strain curve

2.3.1 Testing method

2.3.2 Equation for complete curve

 2.4 Tensile strength and deformation.

2.4.1 Testing method and index of tensile behavior

2.4.2 Tensile failure process and characteristic

2.4.3 Equation of complete stress--strain curve

 2.5 Shear strength and deformation

2.5.1 Rational testing method

2.5.2 Failure characteristic and shear strength

2.5.3 Shear strain and modulus

CHAPTER 3 Behavior Under Influence 0f Main Factors

 3.1 Load acted repeatedly

 3.2 Eccentric compression

3.2.1 Testing methOd

3.2.2 Main experimental results

3.2.3 Stress-strain relation

 3.3 Eccentric and flexural tensions

3.3.1 Failure process

3.3.2 Ultimate tensile strength and plasticity—dependent cocoefficient

3.3.3 The maximum tensile strain at ultimate load

3.3.4 Variations of strain and_~eutral axis of section

3.3.5 Equations for complete stress--strain curve

 3.4 Age

3.4.1 Compressive strength

3.4.2 Modulus of elasticity

 3.5 Shrinkage

3.5.1 Kind and quantity of cement

3.5.2 Property，size，and quantity of aggregate

3.5.3 Curing condition

3.5.4 Environmental condition of service stage

3.5.5 Shape and size of structural member

3.5.6 Other factors

 3.6 Creep

3.6.1 Basic concept

3.6.2 Main influence factors

3.6.3 Calculation formulas

CHAPTER 4 Various StructuraI Concrete

 4.1 High—strength concrete

4.1.1 Application and preparation

4.1.2 Basic mechanical behavior一

 4.2 Light—weight concrete

4.2.1 Classification

4.2.2 Basic mechanical behavior

 4.3 Fiber concrete

4.3.1 Classification.

4.3.2 Basic mechanical behavior

CHAPTER 5 Multiaxial Strength and Constitutive Relation.

 5.1 Experimental equipment and method

 5.2 General regularities of multiaxial strength and deformation.

5.2.1 Biaxial stress states

5.2.2Triaxial stress states

5.2.3 Different materials and loading paths

 5.3 Typical failure pattems and their boundaries

5.3.1 Breaking in tension

5.3.2 Columnar crushing

5.3.3 Splitting into pieces

……

PART 2 COMBINATION FUNCTION OF REINFORCEMENT AND CONCRETE

CHAPTER 6 MechanicaI Behavior of Reinforcement

CHAPTER 7 Bond Between Reinforcement and Concrete

CHAPTER 8 MechanicaI Behavior Under AxiaI Force

CHAPTER 9 Confined Concrete

CHAPTER 10 Mechanical Response of Deformation Difference

PART 3 STRENGTH AND DEFORMATION 0F STRUCTURAL MEMBER

CHAPTER 11 Strength of Member Under Compression and Bending.

CHAPTER 12 Tensile Crack.

CHAPTER 13 FlexuraI Stiffness and Deformation

CHAPTER 14 Strength of Member Under Shear Force

CHAPTER 15 Strength of Member Under Torsion

PART 4 SPECIAL BEHAVIORS OF STRUCTURAL MEMBERS

CHAPTER 16 Seismic Resistance

CHAPTER 17 Fatigue Resistance

CHAPTER 18 Explosion Resistance

CHAPTER 19 Fire Resistance

CHAPTER 20 Durability

Appendix

References

Index