Principles of Reinforced Concrete 鋼筋混凝土原理

《Principles of Reinforced Concrete 鋼筋混凝土原理》是2014-12-9印刷的書籍。作者是Zhenhai Guo。

基本介紹

• 書名：Principles of Reinforced Concrete 鋼筋混凝土原理 
• 作者：Zhenhai Guo·過鎮海
• ISBN：9787302385301
• 定價：138元
• 裝幀：精裝
• 印次：1-1
• 印刷日期：2014-12-9

圖書簡介

本書詳細介紹結構混凝土的主要材料特點和各種受力和變形性能，以及混凝土和鋼筋共同工作的特殊性能。進而以試驗為基礎，概括了基本構件在各種內力作用下的性能變化規律、工作機理和計算方法，從而揭示了鋼筋混凝土用作一種組合結構材料的基本原理和分析方法。對於工程中可能遇到的一些極端工況，包括疲勞、地震、爆炸、高溫（火災）和耐久性損傷等，介紹了材料和構件的特殊性能及其分析方法。本書是以結構工程專業研究生編寫的同名課程的教材，也適合相似專業本科生的教與學；對於從事結構工程有關的科學研究、設計和施工的技術人員，在處理工程問題時也可用作參考。

目錄

Contents

Preface .XI

CHAPTER 1 Introduction. 1

1.1 Development and features of reinforced concrete structure.1

1.2 Characteristics of this course.4

PART 1 MECHANICAL BEHAVIOR OF CONCRETE

CHAPTER 2 Basic Mechanical Behavior9

2.1 Material composition and characteristic10

2.1.1 Composition and internal structure10

2.1.2 Basic characteristics .13

2.1.3 General mechanism of failure process.17

2.2 Compressive strength.19

2.2.1 Cubic compressive strength19

2.2.2 Failure process of prism specimen.21

2.2.3 Main indices of mechanical behavior24

2.3 Complete compressive stressestrain curve.28

2.3.1 Testing method28

2.3.2 Equation for complete curve29

2.4Tensilestrengthanddeformation33

2.4.1Testingmethodandindexoftensilebehavior.33

2.4.2Tensilefailureprocessandcharacteristic39

2.4.3Equationofcompletestressestraincurve42

2.5Shearstrengthanddeformation.44

2.5.1Rationaltestingmethod44

2.5.2Failurecharacteristicandshearstrength48

2.5.3Shearstrainandmodulus.49

CHAPTER3BehaviorUnderIn.uenceofMainFactors.53

3.1Loadactedrepeatedly54

3.2Eccentriccompression.59

3.2.1Testingmethod59

3.2.2Mainexperimentalresults60

3.2.3Stressestrainrelation64

3.3Eccentricand.exuraltensions66

3.3.1Failureprocess66

3.3.2Ultimatetensilestrengthandplasticity-dependentcoef.cient67

3.3.3Themaximumtensilestrainatultimateload69

3.3.4Variationsofstrainandneutralaxisofsection69

3.3.5Equationsforcompletestressestraincurve.70

3.4 Age.71

3.4.1Compressivestrength72

3.4.2Modulusofelasticity74

3.5 Shrinkage75

3.5.1Kindandquantityofcement76

3.5.2Property,size,andquantityofaggregate.76

3.5.3Curingcondition.76

3.5.4Environmentalconditionofservicestage76

3.5.5Shapeandsizeofstructuralmember.76

3.5.6Otherfactors.76

3.6 Creep78

3.6.1Basicconcept78

3.6.2Mainin.uencefactors82

3.6.3Calculationformulas.85

CHAPTER4VariousStructuralConcrete89

4.1 High-strengthconcrete.90

4.1.1Applicationandpreparation.90

4.1.2Basicmechanicalbehavior.92

4.2 Light-weightconcrete99

4.2.1Classi.cation.99

4.2.2Basicmechanicalbehavior.101

4.3 Fiberconcrete.106

4.3.1Classi.cation.106

4.3.2Basicmechanicalbehavior.108

CHAPTER5MultiaxialStrengthandConstitutiveRelation113

5.1 Experimentalequipmentandmethod115

5.2 Generalregularitiesofmultiaxialstrengthanddeformation.118

5.2.1Biaxialstressstates.119

5.2.2Triaxialstressstates122

5.2.3Differentmaterialsandloadingpaths129

5.3 Typicalfailurepatternsandtheirboundaries132

5.3.1Breakingintension.132

5.3.2Columnarcrushing133

5.3.3Splittingintopieces134

5.3.4Inclinedshearing.134

5.3.5Extrudingandshifting135

5.4Failurecriterion137

5.4.1Shapeoffailureenvelopeanditsexpression.137

5.4.2Failurecriterion141

5.4.3Calculationchartsformultiaxialstrength146

5.5Constitutiverelation.147

5.5.1Modelsoflinearelasticity149

5.5.2Modelsofnon-linearelasticity.150

5.5.3Modelsofothercategories.151

PART2 COMBINATIONFUNCTIONOFREINFORCEMENTANDCONCRETE

CHAPTER6MechanicalBehaviorofReinforcement.159

6.1Reinforcementusedinconcretestructure.159

6.1.1Reinforcement(diameter6e40mm).160

6.1.2High-strengthwire(diameter4e9mm)161

6.1.3Shapesteel161

6.1.4Ferrocement162

6.1.5Othersubstitutivematerials162

6.2Stressestrainrelation.163

6.2.1Mildsteel163

6.2.2Hardsteel(wire).166

6.3Deformationunderactionofcyclicloads.167

6.4Behavioraftercold-worked.172

6.4.1Cold-stretchingandage-hardening173

6.4.2Cold-drawn.175

6.5Creepandrelaxation176

6.5.1Kindofsteel.178

6.5.2Sustainingtimeofcontrolstress178

6.5.3Stresslevel178

6.5.4Temperature179

CHAPTER7BondBetweenReinforcementandConcrete.181

7.1Functionandcompositionofbond182

7.1.1Functionandclassi.cation.182

7.1.2Composition184

7.2Testmethodandbondmechanism186

7.2.1Testmethod.186

7.2.2Plainreinforcement.189

7.2.3Deformedreinforcement.190

7.3In.uencefactors.193

7.3.1Strengthofconcrete(fcuorft)194

7.3.2Thicknessofconcretecover(c).195

7.3.3Bondlengthofreinforcement(l).195

7.3.4Diameterandshapeofreinforcement196

7.3.5Transversestirrup(rsv).197

7.3.6Transversecompressivestress(q)198

7.3.7Otherfactors.198

7.4Constitutivemodelforbondstresseslip.199

7.4.1Calculationofcharacteristicvalues.200

7.4.2Equationforsescurve.201

CHAPTER8MechanicalBehaviorUnderAxialForce205

8.1Compressivemember.206

8.1.1Basicequations.206

8.1.2Analysisofstressandstrain(ey<ep)209

8.1.3Analysisofstressandstrain(ey>ep)210

8.2Tensilemember212

8.2.1Basicequationsforanalysis.212

8.2.2Analysesofstressanddeformationwithineverystage213

8.2.3Minimumreinforcementrate215

8.2.4Tensionstiffening.216

8.3Generalregularity218

CHAPTER9Con.nedConcrete.221

9.1Columnwithspiralbar222

9.1.1Mechanicalmechanismandfailureprocess222

9.1.2Ultimatestrength224

9.2Rectangulartiedcolumn226

9.2.1Failureprocess226

9.2.2Workingmechanismofrectangulartie229

9.2.3Equationforcompletestressestraincurve234

9.3Steel-tube-con.nedconcrete238

9.3.1Mechanicalcharacteristicandmechanism.238

9.3.2Calculationofultimatestrength.241

9.4Localcompression.244

9.4.1Mechanicalcharacteristicandmechanism.244

9.4.2Calculationofstrength.249

CHAPTER10 MechanicalResponseofDeformationDifference253

10.1Shrinkageofconcrete254

10.1.1Generalanalysismethod254

10.1.2Practicalcalculationmethod256