High-Tech Concrete Materials
- Nyhet
Design, Preparation, and Applications
Inbunden, Engelska, 2026
Av Fazhou Wang, Shuguang Hu, Fazhou (Wuhan University of Technology) Wang, Shuguang (Wuhan University of Technology) Hu
1 799 kr
Produktinformation
- Utgivningsdatum2026-03-11
- Mått170 x 244 x undefined mm
- FormatInbunden
- SpråkEngelska
- SerieAdvanced Chemical Products and Materials
- Antal sidor384
- FörlagWiley-VCH Verlag GmbH
- ISBN9783527353552
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Fazhou Wang is Professor of Materials Science and Director of the State Key Laboratory of Silicate Materials for Architectures at Wuhan University of Technology, China. His research focuses on high-performance cement-based materials and their engineering applications. He has received two National Science and Technology Progress Awards and multiple provincial-level awards. Shuguang Hu is Chief Professor of Materials Science at Wuhan University of Technology, China. Formerly Dean of the School of Materials Science and Engineering and Deputy Director of the State Key Laboratory of Silicate Building Materials, he has led teaching and research in advanced cement-based materials for 40 years. His work has earned numerous national awards, including the National Technological Invention Award and multiple National Science and Technology Progress Awards.
- Preface xvAbout the Book xvii1 Introduction 11.1 Overview 11.2 Brief History of High-tech Concrete Development 21.2.1 Ordinary Concrete 21.2.1.1 Basic Concrete 31.2.1.2 General Enhanced Concrete 31.2.2 High-strength Concrete 41.2.3 High-performance Concrete 51.2.4 Ultra-high-strength Concrete 51.2.4.1 Macro-defect-free Cement 61.2.4.2 Densified System Containing Homogenously Arranged Ultrafine Particles 61.2.4.3 Compact Reinforced Composite 71.2.4.4 Reactive Powder Concrete 81.2.5 Ultra-high-performance Concrete 81.2.6 High-performance Composite Structural Concrete and Innovative Functional Concrete 91.3 Challenges and Opportunities for Concrete Materials 101.4 Technical Characteristics and Research Content of High-tech Concrete 11References 132 Cementitious Material for High-tech Concrete 172.1 Characteristics of High-tech Concrete 172.2 Types of Cementitious Materials for High-tech Concrete 192.2.1 Cement 192.2.2 Supplementary Cementitious Materials 192.2.2.1 Fly Ash 192.2.2.2 Slag 202.2.2.3 Silica Fume 212.2.2.4 Steel Slag and Other Supplementary Cementitious Materials 222.3 Mechanism and Properties of Cementitious Materials for High-tech Concrete 272.3.1 Mechanism and Properties of Single-component Supplementary Cementitious Material 272.3.1.1 Fly Ash–cement System 272.3.1.2 Slag Powder–cement System 302.3.1.3 Silica Fume–cement System 332.3.1.4 Steel Slag–cement System 352.3.1.5 Other Volcanic Ash Supplement Cementitious Material–cement System 372.3.2 Mechanism and Properties of Two-component Supplementary Cementitious Material 372.3.2.1 Fly Ash–silica Fume–cement System 382.3.2.2 Fly Ash–slag Powder–cement System 402.3.2.3 Steel Slag–silica Fume–cement System 422.3.2.4 Steel Slag–fly Ash (Slag Powder)–cement System 422.3.2.5 Mechanism of Multi-component Supplementary Cementitious Material Systems 472.3.3 Mechanism and Performance of Multi-component Auxiliary Cementitious Materials 482.3.3.1 Selection Principles for Multi-component Auxiliary Cementitious Materials 482.3.3.2 Mechanism of Multi-component Supplementary Cementitious Materials 512.4 Prospects for Design and Development of Composite Cementitious Materials 54References 563 Functional Materials for High-tech Concrete 593.1 Concrete Admixtures 593.1.1 Types of Concrete Admixtures 603.1.2 The Functional Principle of Concrete Admixture 613.1.3 The Main Types of Expansive Agents and the Mechanism of Action of Concrete 613.1.3.1 Ettringite-type Expansion 623.1.3.2 Calcium Hydroxide Expansion 643.1.3.3 Magnesium Hydroxide Expansion 643.1.3.4 Ferric Hydroxide and Ferrous Hydroxide Expansion 653.1.3.5 Gaseous Expansion 653.1.3.6 Composite Expansion 653.1.4 Design and Preparation of High-energy Blended Expansive Agent 663.1.4.1 Component Design of Composite Expansion Agent 663.1.4.2 Preparation and Effects of Composite Expansion Agent 673.2 Polymer Materials 673.2.1 Types of Polymers 673.2.2 Role of Polymers 683.2.2.1 Plasticizing Effect ofWater-soluble Polymer 693.2.2.2 Pore-reducing Effect of Polymers 703.2.2.3 The Toughening Effect of Polymers on Cement Stone 713.3 Fiber Material 743.3.1 Types and Characteristics of Fibers 743.3.1.1 Types of Fibers 743.3.1.2 Surface Treatment of Fibers 753.3.2 The Role of Fibers 763.3.2.1 Crack-blocking Effect of Fibers 763.3.2.2 Reinforcement of Fibers 763.3.2.3 Toughening of Fibers 773.4 Ultra-fine Powder 773.4.1 Commonly Used Ultra-fine Powder 773.4.2 The Role of Ultra-fine Powder 783.4.2.1 Filling Effect 783.4.2.2 Fluidization Effect 793.4.2.3 Structural Optimization Effect 803.4.2.4 Strength Effect 803.4.2.5 Durability Effect 803.5 Nano-seeds 813.5.1 Nano-seeds and Their Mechanism of Action 813.5.2 Preparation of C-S-H Nano-seeding 823.5.3 Influence of C-S-H Seeding on the Hydration Process of Cementitious Materials 833.6 Internal Curing Functional Materials 853.6.1 Overview of Internal Curing 853.6.2 Organic Superabsorbent Polymer Materials 863.6.2.1 Water Release Model of SAP in Cement Paste 873.6.2.2 Influence of SAP on the Autogenous Shrinkage of Mortar 933.6.3 InorganicWater-releasing Materials 953.6.3.1 Functional Principle ofWater-releasing Agent 953.6.3.2 The Effect ofWater-releasing Agent 963.6.3.3 Humidity Regulation byWater-releasing Agent 963.6.3.4 Influence ofWater-releasing Agent on Volumetric Deformation Properties 983.6.3.5 Influence ofWater-releasing Agent on Compressive Strength of Materials 983.6.3.6 Application Technology ofWater-releasing Agent 993.7 Functional Aggregates 1013.7.1 The Role of Functional Aggregates 1033.7.1.1 The Influence of Aggregate Properties on Concrete Performance 1033.7.1.2 The Mechanism of Functional Aggregates Improving Structure and Performance 1043.7.1.3 The Principle of Functional Aggregates Endowing Concrete with Special Properties 1043.7.2 Design and Preparation of Functional Aggregates 1053.7.2.1 Selection of Natural Aggregates 1053.7.2.2 Preparation of Artificial Aggregates 1063.7.2.3 Ideal Optimization Model Design 1063.7.3 Research and Development of Functional Aggregates 1073.7.3.1 Aggregates for Optimizing Concrete Structure and Durability 1073.7.3.2 Lightweight Aggregates 1083.7.3.3 Radiation Shielding Aggregates 1083.7.3.4 Porous Functional Aggregates 1093.7.3.5 Functional Aggregates for Purification 1103.7.3.6 High-Strength andWear-resistant Aggregates 1123.7.3.7 Vibration-absorbing Aggregates 1143.7.3.8 SolidWaste Used as Aggregates 114References 1154 Ultra-high-strength Concrete 1194.1 Macro-defect Free Cement 1194.1.1 Formulation Principles and Preparation Process 1194.1.2 Performance and Prospects for Development and Application 1214.2 Densified System Containing Homogeneously Arranged Ultrafine Particles 1224.2.1 Formulation Principles and Preparation Process 1224.2.2 Performance and Prospects for Development and Application 1234.3 Compact Reinforced Composite 1244.3.1 Formulation Principles and Preparation Process 1244.3.2 Performance and Prospects for Development and Application 1254.4 Reactive Powder Concrete 1274.4.1 Formulation Principles and Preparation Process 1274.4.2 Performance and Prospects for Development and Application 1294.5 Reinforcement Mechanism of Ultra-high-strength Cementitious Composite 1314.5.1 Composition and Structural Characteristics of Ultra-High-strength Cementitious Material with a LowWater-binder Ratio 1324.5.1.1 Material Composition Characteristic 1324.5.1.2 Material Microstructure Characteristic 1334.5.2 Factors Affecting the Strength of Ultra-high-strength Cementitious Material with a LowWater-binder Ratio 1344.5.3 Reinforcement Mechanism of Ultra-high-strength Cementitious Material 1354.5.3.1 Enhancement of Functional Material in Ultra-high-strength Cementitious Material 1354.5.3.2 Interfacial Composite Enhancement Mechanism 136References 1375 Ultra-high-performance Concrete 1415.1 Overview of Ultra-high-performance Concrete 1415.2 Design of Ultra-high-performance Concrete 1445.2.1 Guidelines for the Preparation of Ultra-high-performance Concrete 1445.2.2 Design Method for Ultra-high-performance Concrete Material System Based on Response Surface Methodology 1455.2.2.1 Determination of the Optimal Distribution Modulus 1465.2.2.2 Center Portfolio Design 1475.2.2.3 Fitting the Model and Validation 1495.2.2.4 Response Surface Analysis ofWet Stack Compactness and Extensibility 1525.3 Physical and Mechanical Properties of Ultra-high-performance Concrete (UHPC) 1555.3.1 Workability 1555.3.2 Hydration and Microstructure Evolution 1585.3.2.1 Hydration Behavior of Ultra-high-performance Concrete (UHPC) 1585.3.2.2 Pore Structure of Ultra-high-performance Concrete (UHPC) 1605.3.2.3 Characteristics of Hydration Products in Ultra-high-performance Concrete (UHPC) 1615.3.3 Mechanical Properties 1645.3.3.1 Macro Mechanical Properties of Ultra-high-performance Concrete (UHPC) 1655.3.3.2 Micro-Mechanical Properties of Ultra-high-performance Concrete (UHPC) 1665.3.3.3 Nano-Mechanical Properties of Ultra-high-performance Concrete (UHPC) 1675.4 Volumetric Stability of Ultra-high-performance Concrete 1695.4.1 Shrinkage Characteristics of UHPC 1705.4.2 Shrinkage Mechanism of UHPC 1715.4.3 Effect of Steel Fibers on Autogenous shrinkage of UHPC 1755.4.4 Effect of Internal Curing on Shrinkage of UHPC 1795.5 Durability Properties of Ultra-high-performance Concrete 1835.5.1 Freeze–thaw Durability 1835.5.1.1 Introduced Porosity Characteristics of Ultra-high-performance Concrete 1835.5.1.2 Freeze–thaw Durability of Ultra-high-performance Concrete 1845.5.2 Resistance to Sulfate Attack 1865.5.3 Resistant to Chloride Ion Penetration 1905.6 Novel Ultra-high-performance Concrete 1905.6.1 Green Ultra-high-performance Concrete 1915.6.2 Lightweight Ultra-high-performance Concrete 1955.7 Application of Ultra-high-performance Concrete for Municipal Solid Waste Pre-treatment Plants 1995.7.1 Ultra-high-performance Concrete for Municipal SolidWaste Pre-treatment Plants 1995.7.2 Pumpable Lightweight Ultra-high-performance Concrete for Steel BridgeDeck Pavement 202References 2036 High-performance Composite Structural Concrete 2076.1 Concrete-filled Steel Tubes Combination Material 2076.1.1 Outlined 2076.1.1.1 New Concrete-filled Steel Tubes Composite Design Principle 2076.1.1.2 Major Problems with the Established Technologies 2076.1.1.3 Major Research and Technology Development 2086.1.2 Design and Control of Concrete-filled Steel Tube Expansion Properties 2096.1.2.1 Concrete-filled Steel Tube Expansion Modeling 2096.1.2.2 Design of Expansive Self-induced Stress Values for Concrete-filled Steel Tubes 2126.1.2.3 Concrete Expansion Performance Design and Expansion Fitting Techniques 2136.1.2.4 Precise Control Technology for Concrete Expansion 2136.1.3 Design of Cementitious Material Composition Matching 2176.1.3.1 Composition of Cementitious Material and Shrinkage Deformation 2176.1.3.2 Cementitious Material Composition and Expansion Deformation 2196.1.3.3 Matching of Cementitious Material Composition 2216.1.3.4 High-efficiency CompositeWater-Reducing Agent for High-strength Concrete-filled Steel Tubes 2236.1.4 Engineering Application of Concrete-filled Steel Tubes in Large-span Arch Bridges 2246.1.4.1 Application Overview 2246.1.4.2 Concrete-filled Steel Tube Expert System 2266.1.4.3 Engineering Applications 2276.2 Steel-concrete/Asphalt Composite Bridge Deck Paving Structural Materials 2346.2.1 Overview 2346.2.1.1 Durability Challenges of Steel Bridge Deck Pavement Structures 2346.2.1.2 Performance Characteristics of Steel Bridge Deck Paving Materials 2346.2.1.3 Major Research and Technology Development 2356.2.2 Design of a New Type of Steel Box Girder Pavement Structure 2366.2.2.1 Material Mechanics Analysis 2376.2.2.2 Feasibility Analysis of a New Steel Box Girder Bridge Deck Pavement Structure 2416.2.2.3 Analysis of Influencing Factors on the Pavement Structure of a New Type of Steel Box Girder Bridge 2436.2.2.4 Structural Connection Design Between Pavement Structure and Steel Plates 2486.2.3 Design and Performance of Pavement Materials and Structures 2496.2.3.1 Performance Transition Layer Materials 2496.2.3.2 Interfacial Reinforcement Layer Materials 2506.2.3.3 Pavement Functional Layer Materials 2536.2.3.4 Fatigue Resistance Performance of Steel Bridge Deck Composite Pavement Structure 2546.2.4 Construction Technology and Engineering Application of Steel Bridge Deck Pavement 2556.2.4.1 Construction Technology 2556.2.4.2 Engineering Applications 2596.2.4.3 Technical Application Effects 2606.2.4.4 Technical and Economic Comparison 2616.3 Composite Materials for Structural/Functional Tunnel Concrete 2646.3.1 Abstract 2646.3.1.1 Technical Requirements for Shield Tunnel Structural Material 2646.3.1.2 Characteristics of Deepwater Large-Diameter Shield Tunnel Structure Materials 2656.3.1.3 Major Research and Technology Development 2666.3.2 Structural Design of Tunnel Concrete Segment and Lining 2666.3.2.1 Integrated Design of Segment Structure/Function 2666.3.2.2 Optimized Design of Concrete Segment and Lining Structure for Large Diameter Shield Tunnel 2686.3.2.3 Assembly Design of Segment and Lining Structure 2736.3.3 Properties of Concrete Segment 2756.3.3.1 Concrete Segment Materials 2756.3.3.2 Highly Impermeable Protective Layer Material 2776.3.3.3 Fireproofing Functional Layer Materials 2786.3.3.4 Influence of Episodic Factors on the Properties of Segment Concrete 2796.3.4 Preparation and Engineering Application of Functional Composite Concrete Segment 2836.3.4.1 Overview of theWuhan Yangtze River Cross Tunnel Project 2836.3.4.2 Optimized Design of Segment Concrete for Shield Tunnels 2856.3.4.3 Preparation of Tunnel Shield Sheets 2866.3.4.4 Segment Quality Inspection 2916.3.4.5 Engineering Application 2936.4 High-strength Lightweight Aggregate Concrete 2966.4.1 Overview 2966.4.1.1 High-strength Lightweight Aggregate Concrete 2966.4.1.2 The Main Problems of Lightweight Aggregate Concrete used for Structures 2976.4.1.3 Main Research and Technology Development 2986.4.2 Key Technologies for the Design and Preparation of High-strength Lightweight Aggregate Concrete 2996.4.2.1 Strength Design of Lightweight Aggregate Concrete 2996.4.2.2 Structural Strengthening Technology for Lightweight Aggregate-cement Stone Interface 3026.4.2.3 Structural Strengthening Technology for Lightweight Aggregate-cement Stone Interface 3046.4.2.4 Homogeneity Control Technology for Lightweight Aggregate Concrete Mixes 3056.4.3 High-performance Lightweight Aggregate Concrete Performance Design and Modification Technology 3076.4.3.1 Brittleness Mechanism and Toughening Technology of High-strength Lightweight Aggregate Concrete 3076.4.3.2 Modulus of Elasticity, Creep, and Drying Shrinkage Modification of Lightweight Aggregate Concrete 3106.4.4 Design and Preparation Techniques for Lightweight Aggregate Concrete Structures and Elements 3126.4.4.1 Stress–strain Relationship of High-strength Lightweight Aggregate Concrete 3126.4.4.2 Properties of High-strength Lightweight Aggregate Concrete Members 3136.4.4.3 Structural Gradient Design for High-strength Lightweight Aggregate Concrete 3166.4.4.4 Anti-cracking Technologies for Anchor End of Prestressed Lightweight Aggregate Concrete Members 3206.4.5 Construction and Application Technology of High-strength Lightweight Aggregate Concrete 3226.4.5.1 Evaluation Method for Homogeneity of Lightweight Aggregate Concrete 3226.4.5.2 Ultra-high, Ultra-long Distance Homogeneous Pumping Technology 3246.4.5.3 Construction Critical Processes 3256.4.5.4 Engineering Applications 326References 3307 Novel Functional Concrete Technologies 3397.1 Recyclable Cement and Concrete 3397.1.1 Overview 3397.1.2 Design Concepts for Recyclable Cement and Concrete 3407.1.3 Properties of Recyclable Cement and Concrete 3417.1.3.1 Mechanical and Impermeability Properties 3417.1.3.2 Thermal Properties of theWarming Process 3417.1.3.3 Flammability 3437.1.3.4 Mechanical Properties of Recyclable Cement 3437.1.3.5 Trends in Recyclable Cement and Concrete 3437.2 Resin Aggregate Concrete 3447.2.1 Overview 3447.2.2 Design Ideas for Resin Aggregate Concrete 3457.2.3 Basic Properties of Resin Aggregate Concrete 3477.2.3.1 Work Performance 3477.2.3.2 Physical and Mechanical Properties 3487.2.3.3 Thermal Insulation Properties 3507.2.3.4 Sound Absorption and Noise Reduction Performance 3517.2.4 Development Trends of Resin Aggregate Concrete 3527.3 CO2-driven 3D Printing Concrete 3537.3.1 Overview of CO2-driven 3D Printing Concrete 3537.3.2 Preparation of CO2-driven 3D Printing Concrete 3547.3.3 Performance of CO2-driven 3D Printing Concrete 3557.3.3.1 Printing Continuity 3557.3.3.2 Printing Buildability 3567.3.3.3 Mechanical Property 3587.3.4 Trends in 3D-printed Concrete 360References 361Index 363