钢筋锈蚀引起的混凝土开裂 本书特色

Steel Corrosion-Induced Concrete Cracking presents the results of the authors' research into the origins，mechanisms， and the development of steel corrosion-induced cracking iconcrete. The book fills aimportant gap ithe literature by providing comprehensive analysis of the concrete cracking process that is specificallycaused by steel corrosion.
　　Steel Corrosion-Induced Concrete Cracking enables industry engineers and researchers ithe field of concretestructures and durability to improve the serviceability limit state of the structures they desigby enablingthem： to identify the mechanisms of deterioration/steel corrosion; to more accurately calculate the lifecycle ofreinforced concrete; to mitigate cracking and spalling; and to identify and theavoid practices which lead toearly corrosion-induced cracking， and/or accelerate the propagatioof cracks.

钢筋锈蚀引起的混凝土开裂 内容简介

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钢筋锈蚀引起的混凝土开裂 目录

Foreword
Preface
Acknowledgments
List of Figures
List of Tables

1． Introduction
1．1 Background
1．2 Empirical Models
1．2．1 Critical Steel Corrosioat Surface Cracking
1．2．2 Crack Width at the Concrete Surface
1．2．3 Discussioothe Empirical Models
1．3 Analytical Models
1．3．1 Three-Stage Corrosion-lnduced Cracking Model
1．3．2 CorrosioProducts Filling Stage
1．3．3 Concrete Cover Stressing and Cracking
1．3．4 Rust Filling iCorrosion-lnduced Cracks
1．4 Contents of This Book
References

2．Steel CorrosioiConcrete
2．1 Introduction
2．2 Mechanisms of Steel CorrosioiConcrete
2．2．1 CorrosioProcess
2．2．2 CorrosioRate
2．2．3 Passivation
2．3 Steel CorrosioInduced by Carbonatioor Chloride Attack
2．3．1 Carbonation-Induced Corrosion
2．3．2 Chloride-Induced Corrosion
2．4 CorrosioProducts
2．5 Steel Corrosion-Induced Concrete Damage
2．6 Conclusions
References

3．The ExpansioCoefficients and Modulus of Steel CorrosioProducts
3．1 Introduction
3．2 ExpansioCoefficient of Steel CorrosioProducts
3．2．1 Experimental Program
3．2．2 Tested Results
3．2．3 Compositioof Rust Samples
3．2．4 ExpansioCoefficient of Rust Samples
3．3 Modulus of Steel CorrosioProducts iConcrete
3．3．1 Experimental Program
3．3．2 Loading and Unloading Stress-StraiCurve
3．3．3 Tested Data of Cyclic Low-CompressioTest
3．3．4 Modulus of Rust
3．4 Conclusions
References

4．Damage Analysis and Cracking Model of Reinforced Concrete Structures with Rebar Corrosion
4．1 Introduction
4．2 Basic Concrete Cracking Model Due to Steel Corrosion
4．3 Noncracking Stage of Corrosion-Induced Concrete Cracking Process Cracking Process
4．4．1 Intact Part
4．4．2 Cracked Part
4．5 Corrosion-Induced Expansive Pressure
4．5．1 RelatioBetweeExpansive Pressure and Steel Corrosion
4．5．2 Variatioof Expansive Pressure
4．5．3 Effect of Concrete Cover Thickness
4．5．4 Effect of Steel Bar Diameter
4．5．5 Effect of Concrete Quality
4．6 Discussioothe Radial Loss of Steel Bar
4．6．1 Steel Loss Varying with the Crack Length
4．6．2 Effect of Concrete Cover Thickness
4．6．3 Effect of Steel Bar Diameter
4．6．4 Effect of Rust ExpansioCoefficient

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