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Principles of reinforced concrete /

Principle of Reinforced Concrete introduces the main properties of structural concrete and its mechanical behavior under various conditions as well as all aspects of the combined function of reinforcement and concrete. Based on the experimental investigation, the variation regularity of mechanical b...

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Detalles Bibliográficos
Clasificación:	Libro Electrónico
Autor principal:	Guo, Zhenhai (Autor)
Formato:	Electrónico eBook
Idioma:	Inglés
Publicado:	Oxford, England : Elsevier : Butterworth-Heinemann, 2014.
Edición:	First edition.
Temas:	Concrete construction. Reinforced concrete construction. Reinforced concrete. Reinforced cement. Construction en b�eton. Construction en b�eton arm�e. B�eton arm�e. reinforced concrete. TECHNOLOGY & ENGINEERING > Construction > General. Concrete construction
Acceso en línea:	Texto completo

Tabla de Contenidos:

Ch. 1 Introduction
1.1. Development and features of reinforced concrete structure
1.2. Characteristics of this course
ch. 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.
Ch. 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 stressstrain 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.
Ch. 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
ch. 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
5.2.2. 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
ch. 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
6.2. 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
ch. 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.
9.1. Column with spiral bar
9.1.1. Mechanical mechanism and failure process
9.1.2. Ultimate strength
9.2. 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
ch. 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
ch. 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
11.5.1. 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
ch. 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
ch. 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
13.2. 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
ch. 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
ch. 15 Strength of Member Under Torsion
15.1. Elasticity and plasticity solutions
15.2. 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
ch. 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
ch. 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
ch. 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
ch. 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
ch. 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.

Principles of reinforced concrete /

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