钢筋混凝土原理(英文版)

出版日期:2014-12-1
ISBN:9787302385300
作者:过镇海

书籍目录

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 Mechanical 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 of 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 coefficient
3.3.3 The maximum tensile strain at ultimate load
3.3.4 Variations of strain and neutral 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 Structural Concrete
4.1 High—strength concrete
4.1.1 Application and preparation
4.1.2 Basic mechanical behavior
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.I Biaxial stress states
5.2.2 Triaxial stress states
5.2.3 Different materials and loading paths
5.3 Typical failure patterns and their boundaries
5.3.1 Breaking in tension
5.3.2 Columnar crushing
5.3.3 Splitting into pieces
5.3.4 Inclined shearing
5.3.5 Extruding and shifting
5.4 Failure criterion
5.4.1 Shape of failure envelope and its expression
5.4.2 Failure criterion
5.4.3 Calculation charts for multiaxial strength
5.5 Constitutive relation
5.5.1 Models of linear elasticity
5.5.2 Models of non—linear elasticity
5.5.3 Models of other categories
PART 2 COMBINATION FUNCTION OF REINFORCEMENT AND CONCRETE
CHAPTER 6 Mechanical Behavior of Reinforcement
6.1 Reinforcement used in concrete structure
6.1.1 Reinforcement (diameter 6—40 mm)
6.1.2 High—strength wire (diameter 4—9 mm)
6.1.3 Shape steel
6.1.4 Ferrocement
6.1.5 Other substitutive materials
6.9 Stress—strain relation
6.2.1 Mild steel
6.2.2 Hard steel (wire)
6.3 Deformation under action of cyclic loads
6.4 Behavior after cold—worked
6.4.1 Cold—stretching and age—hardening
6.4.2 Cold—drawn
6.5 Creep and relaxation
6.5.1 Kind of steel
6.5.2 Sustaining time of control stress
6.5.3 Stress level
6.5.4 Temperature
CHAPTER 7 Bond Between Reinforcement and Concrete
7.1 Function and composition of bond
7.1.1 Function and classification
7.1.2 Composition
7.2 Test method and bond mechanism
7.2.1 Test method
7.2.2 Plain reinforcement
7.2.3 Deformed reinforcement
7.3 Influence factors
7.3.1 Strength of concrete (fcu orft)
7.3.2 Thickness of concrete cover (c)
7.3.3 Bond length of reinforcement (l)
7.3.4 Diameter and shape of reinforcement
7.3.5 Transverse stirrup (Psv)
7.3.6 Transverse compressive stress (q)
7.3.7 Other factors
7.4 Constitutive model for bond stress—slip
7.4.1 Calculation of characteristic values
7.4.2 Equation for τ—s curve
CHAPTER 8 Mechanical Behavior Under Axial Force
8.1 Compressive member
8.1.1 Basic equations
8.1.2 Analysis of stress and strain (∈y <∈p)
8.1.3 Analysis of stress and strain (∈y > ∈p)
8.2 Tensile member
8.2.1 Basic equations for analysis
8.2.2 Analyses of stress and deformation within every stage
8.2.3 Minimum reinforcement rate
8.2.4 Tension stiffening
8.3 General regularity
CHAPTER 9 Confined Concrete
9.1 Column with spiral bar
9.1.1 Mechanical mechanism and failure process
9.1.2 Ultimate strength
0.9 Rectangular tied column
9.2.1 Failure process
9.2.2 Working mechanism of rectangular tie
9.2.3 Equation for complete stress—strain curve
9.3 Steel—tube—confined concrete
9.3.1 Mechanical characteristic and mechanism
9.3.2 Calculation of ultimate strength
9.4 Local compression
9.4.1 Mechanical characteristic and mechanism
9.4.2 Calculation of strength
CHAPTER 10 Mechanical Response of Deformation Difference
10.1 Shrinkage of concrete
10.1.1 General analysis method
10.1.2 Practical calculation method
10.2 Difference of thermal deformation
10.3 Creep of concrete
10.3.1 Stress redistribution on section under sustained load
10.3.2 Stress state after unloaded
PART 3 STRENGTH AND DEFORMMION OF STRUCTURAL MEMBER
CHAPTER 11 Strength of Member Under Compression and Bending
11.1 Mechanical process and failure pattern
11.1.1 Rectangular beam with tensile reinforcement only
11.1.2 Suitably, less—, and over—reinforced beams
11.1.3 Eccentrically compressed column (and tensed member)
11.2 Additional flexure of long column
11.3 General method for sectional analysis
11.4 Ultimate strength
11.4.1 Calculation formulas
11.4.2 Member under biaxial bending
11.5 Members of various materials and structural details
11.5.I High—strength concrete
11.5.2 Light—weight concrete
11.5.3 Reinforcements with different strengths
11.5.4 Reinforcement without yielding plateau
11.5.5 Reinforcements distributed along sectional depth
11.5.6 Non—rectangular sections
CHAPTER 12 Tensile Crack
12.1 Cause and limitation of crack
12.1.1 Action of load
12.1.2 Non—loading factors
12.2 Internal force at cracking
12.3 Mechanism of cracking
12.3.1 Bond—and—slip method
12.3.2 Non—slip method
12.3.3 Comprehensive analysis
12.4 Calculation of crack width
CHAPTER 13 Flexural Stiffness and Deformation
13.1 Deformation of member and its limitation
13.1.1 Influences of structural deformation
13.1.2 Stiffness of section and deformation of member
13.9 Calculation of sectional stiffness
13.2.1 Effective moment of inertia
13.2.2 Analytical method for stiffness
13.2.3 Modification of tension stiffening
13.3 Calculation of deformation
13.3.1 General method
13.3.2 Practical methods
CHAPTER 14 Strength of Member Under Shear Force
14.1 Failure pattern and strength of beam without web reinforcement
14.1.1 Typical failure pattern (shear—compression)
14.1.2 Failure patterns of inclined compression and tension
14.1.3 Ultimate shear strength
14.2 Effect of web reinforcement and components of shear resistance
14.2.1 Effect of web reinforcement
14.2.2 Composition of ultimate shear strength
14.3 Calculation of ultimate shear strength
14.3.1 About finite element method
14.3.2 Empirical regression
14.3.3 Simplified mechanical models
14.4 Various members and mechanical conditions
14.4.1 Load acted on beam web
14.4.2 Beam of T section
14.4.3 Beam with variable section (depth)
14.4.4 Influence of axial force
14.4.5 Both positive and negative bending moments exist within shear span
14.4.6 Bracket
14.4.7 Punching of slab
CHAPTER 15 Strength of Member Under Torsion
15.1 Elasticity and plasticity solutions
15.9 Ultimate strength of member under torsion alone
15.2.1 Member without web reinforcement
15.2.2 Member with web reinforcement
15.2.3 Influence of contents of reinforcement and stirrup
15.3 Members with composite internal forces
15.3.1 Member with axial force and torsion
15.3.2 Member with shear force and torsion
15.3.3 Member with bending moment and torsion
15.3.4 Member with bending moment, shear force and torsion together
15.4 Calculation of ultimate strength
15.4.1 Empirical formulas
15.4.2 Truss model
15.4.3 Ultimate equilibrium of inclined twisted surface
PART 4 SPECIAL BEHAVIORS OF STRUCTURAL MEMBERS
CHAPTER 16 Seismic Resistance
16.1 Characteristics of structural behavior under earthquake
16.2 Ductility under monotonic load
16.2.1 Concept and expression of ductility
16.2.2 Calculation method
16.2.3 Angular rotation of plastic region
16.3 Hysteretic characteristic under reversed load of low cycles
16.3.1 General characteristics of hysteretic curves
16.3.2 Hysteretic curves under various conditions
16.3.3 Calculation model
CHAPTER 17 Fatigue Resistance
17.1 Fatigue of concrete
17.1.1 Experimental results and expression
17.1.2 Influence factors and calculation formula
17.2 Fatigue of reinforcement
17.3 Fatigue of bond between reinforcement and concrete
17.4 Fatigue of structural member and its checking calculation
17.4.1 Fatigue under bending moment
17.4.2 Fatigue under shear force
CHAPTER 18 Explosion Resistance
18.1 Characteristics of explosion resistance of structures
18.2 Behaviors of materials under high—speed loading
18.2.1 Testing equipment and method
18.2.2 Reinforcement
18.2.3 Concrete
18.3 Behaviors of structural members
18.3.1 Flexural member
18.3.2 Compressive member
CHAPTER 19 Fire Resistance
19.1 Characteristics of fire resistance of structures
19.2 Temperature field on section
19.2.1 Temperature—time curve
19.2.2 Thermal behaviors of materials
19.2.3 Basic equation for heat conduction and determination of temperature field
19.3 Mechanical behaviors of materials at elevated temperature
19.3.1 Behavior of reinforcement
19.3.2 Basic behavior of concrete
19.4 Coupling constitutive relation of concrete
19.4.1 Upper and lower bounds of compressive strength
19.4.2 Thermal strain under stress and transient thermal strain
19.4.3 Short—term creep at elevated temperature
19.4.4 Coupling constitutive relation
19.5 Behavior and calculation of structural members at elevated temperature
19.5.1 Flexural and compressive members
19.5.2 Statically indeterminate structure
19.5.3 Analysis and approximate calculation
CHAPTER 20 Durability
20.1 Characteristics of durability of concrete structure
20.1.1 Relevant problems raised in engineering practice
20.1.2 Characteristics of durability failure
20.1.3 Porosity texture of concrete
20.2 Several durability problems
20.2.1 Permeation
20.2.2 Freeze——thaw
20.2.3 Alkali——aggregate reaction
20.2.4 Carbonation
20.2.5 Chemical corrosion
20.2.6 Rust of reinforcement
20.3 Design and evaluation of structure durability
20.3.1 Design of durability
20.3.2 Examination and evaluation of durability for existing concrete structures
Appendix
References
Index

作者简介

《钢筋混凝土原理》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。《钢筋混凝土原理》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。


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