混凝土结构基本原理(高校土木工程专业人才培养英文系列教材)

贺东青著的这本《混凝土结构基本原理(高校土 木工程专业国际化人才培养英文系列教材)》介绍了 ，This book not only presents the mechanical properties of reinforced concrete materials and methods for the design of individual members for bending, shearing, compression, tension and torsion, but alto provides much detail referring to applications in theconcrete structural member& An introduction to prestressed concrete is also included. This book can serve as a textbook for the undergraduates majoring in civil engineering and related majors in colleges and universities, as well as a useful reference book for technicians of civil engineering. We also hope it can help Chinese undergraduate students with a language environment so that they can keep learning English continuously.

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