| Edition |
First edition. |
| Description |
1 online resource (607 pages) : illustrations |
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text txt rdacontent |
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computer c rdamedia |
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online resource cr rdacarrier |
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text file rda |
| Bibliography |
Includes bibliographical references and index. |
| Note |
Online resource; title from PDF title page (ebrary, viewed July 31, 2014). |
| Summary |
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 behavior, working mechanism, and calculation method are presented for the structural member under various internal forces. After examining the basic principle and analysis method of reinforced concrete, the book covers some extreme circumstances, including fatigue load, earthquake, explosio. |
| Contents |
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. |
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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. |
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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. |
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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. |
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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. |
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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. |
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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. |
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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. |
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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. |
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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. |
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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. |
| Language |
English. |
| Subject |
Concrete construction.
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Reinforced concrete construction.
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Reinforced concrete.
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Reinforced cement.
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Construction en béton.
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Construction en béton armé.
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Béton armé.
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reinforced concrete.
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TECHNOLOGY & ENGINEERING -- Construction -- General.
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Reinforced cement
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Concrete construction
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Reinforced concrete
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Reinforced concrete construction
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| Other Form: |
Print version: Guo, Zhenhai. Principles of reinforced concrete. First edition. Oxford, England : Elsevier ; Butterworth-Heinemann, ©2014 xvi, 590 pages 9780128008591 |
| ISBN |
9780128009635 (e-book) |
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0128009632 (e-book) |
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1306977347 |
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9781306977340 |
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9780128008591 |
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0128008598 |
| Standard No. |
AU@ 000056010054 |
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CHBIS 010295379 |
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CHNEW 001012388 |
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CHVBK 327764643 |
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DEBBG BV042309810 |
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DEBBG BV042973466 |
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DEBSZ 414277104 |
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DEBSZ 43172721X |
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NLGGC 380524503 |
