Mechanics of fiber and textile reinforced cement composites

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1. Verfasser: Mobasher, Barzin (VerfasserIn)
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Veröffentlicht: Boca Raton CRC Press c2012
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Datensatz im Suchindex

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adam_text Contents Preface xvii Author xxi Chapter 1 Cement-Based Composites—A Case for Sustainable Construction 1 Introduction 1 Cement and Concrete Production 2 Current Trends 2 Structure of This Book 4 Textile Reinforced and High-Volume Content Cement Composites 5 Development of Design Methodologies for Fiber Reinforced Composites 5 Sustainability—The Main Driver for New Materials and Design Methods Is the Economy of Construction System 6 References 6 Chapter 2 Historical Aspects of Conventional Fiber Reinforced Concrete Systems 9 Introduction 9 Prehistoric Developments 9 Asbestos Cement 10 Hatscheck Process 12 Ferrocement 13 Cement Composites in Modular and Panelized Construction Systems 13 Glass Fiber Reinforced Concrete 14 Cellulose Fibers 17 Continuous Fiber Systems 18 Thin Section Composites Using Textiles 19 References 19 Chapter 3 Ductile Cement Composite Systems 23 Introduction 23 Mechanics of Toughening 24 Macro-Defect-Free Cements 25 Ductile Composites with High-Volume Fiber Contents 26 Extrusion 27 Compression Molding 28 Spin Casting 28 Mixing High-Volume Fraction Composites 29 Composites Using Continuous Fibers and Textiles 30 Mesh Reinforced Cementitious Sheets 30 Pultrusion 30 Matrix Phase Modifications 33 Rapid Setting 33 Fly Ash 33 Calcium Hydroxide Reduction 34 vii Contents viii Rheology 35 Hybrid Short Fiber Reinforcement 35 Hybrid Reinforcement: Woven Mesh and Discrete Fibers 36 Conclusions 36 References 36 Chapter 4 Textile Reinforcement in Composite Materials 41 Introduction 41 Terminology and Classifications Systems 42 Fiber and Fabric Terminology 42 Composites 42 AR Glass Fibers 44 Kevlar 45 Carbon Filaments and Yarns 45 Textile Reinforced Composites 46 Textile Fibers 47 Textile Forms 47 Monofilaments (25-200 pm, Continuous) 47 Whiskers ( 1 pm, Discontinuous) 48 Textile Terminology 48 Scrims 49 Stitch-Bonded Fabrics 50 Leno Weave Technique 51 Analysis of Woven Textile Composites 51 Composite Moduli in Textile Reinforcements 53 Modeling of Textile Composites at the Representative Volume Level 54 Mechanical Strength and Damage Accumulation 56 References 57 Chapter 5 Single Yarns in Woven Textiles: Characterization of Geometry and Length Effects 61 Introduction 61 Kevlar Fabric 61 Single Yarn Tensile Tests 69 Weibull Analysis 71 References 74 Chapter 6 Introduction to Mechanics of Composite Materials 75 Introduction 75 Volume Fraction 75 Composite Density 76 Nature of Load Sharing and Load Transfer 76 Computation of Transverse Stiffness 78 Strength of a Lamina 82 Case Study 1: Matrix Fails First, aMV Governs 83 Case Study 2: Four Stages of Cracking 85 Laminated Composites 88 Stiffness of an Off-Axis Ply 88 Contents ix Ply Discount Method 96 Failure Criteria 96 Maximum Stress Theory 97 Interactive Failure Criterion, Tsai-Hill 97 References 97 Chapter 7 Mechanical Testing and Characteristic Responses 99 Introduction 99 Concepts of Closed-Loop Testing 99 Components and Parameters of CLC 101 The Proportional-Integral-Derivative (PID) Controller 101 Actuators and Servomechanism 102 Hydraulic Actuators and Servovalves 102 Servohydraulic Testing Machines 103 The Electronics 103 Compression Test 104 Uniaxial Tension Test 107 Flexure Test 108 Fracture Tests 110 Cyclic Test 110 Compliance-Based Approach Ill Mechanical Performance—Test Methods for Measurement of Toughness of FRC 113 Round Panel Tests 114 Fatigue Tests 116 Impact Resistance 118 Restrained Shrinkage 119 Aging and Weathering 120 References 120 Chapter 8 Fiber Pullout and Interfacial Characterization 123 Introduction 123 Significance of Interfacial Modeling 123 Analytical Derivation for Fiber Pullout Fiber and Textile Composites 125 Pullout Response in Elastic Stage (Stage 1) 127 Pullout Response in the Nonlinear Stage (Stage 2) 129 Pullout Response in Dynamic Stage (Stage 3) 130 Algorithm for Pullout Simulation 130 Single-Fiber Pullout Experiments 131 Textile Pullout Tests 132 Energy Dissipation during Pullout 138 Finite Element Simulation 139 Fracture-Based Approach 140 Strain Energy Release Rate 140 Modeling of the Transverse Yarn Anchorage Mechanism 143 Finite Difference Approach for the Anchorage Model 145 Characterization of Interfacial Aging 147 Theoretical Modeling of Interfacial Aging 148 Conclusions 148 References 148 X Contents Chapter 9 Fracture Process in Quasi-Brittle Materials 151 Introduction 151 Linear Elastic Fracture Mechanics 152 Stress Intensity Factor and Fracture Toughness 153 Fracture Process Zone 154 Equivalent Elastic Cracks 155 Cohesive Crack Models 157 Closing Pressure Formulations 158 R-Curve Approach 159 Derivation of R-Curves 160 Alternative Forms of R-Curves 162 Stress-Crack Width Relationship 162 Stress Intensity Approach Using Fiber Pullout or Stress-Crack Width 165 Termination of Stable Crack Growth Range 167 Toughening under Steady-State Condition 168 Discrete Fiber Approach Using Fiber Pullout for Toughening 168 Comparison with Experimental Results 172 Simulation of Glass Fiber Concrete 175 Compliance-Based Approach 177 References 179 Chapter 10 Tensile Response of Continuous and Cross-Ply Composites 183 Introduction 183 Specimen Preparation 183 (0/90) Composite Laminates 187 (+45) Composite Laminates 188 Compression Response 188 PP Fiber Laminates 189 Flexural Response 190 Microstructural Damage and Toughness 192 References 193 Chapter 11 Inelastic Analysis of Cement Composites Using Laminate Theory 195 Introduction 195 Stiffness of a Lamina 195 Stiffness of a Ply along Material Direction 196 Ply Discount Method 199 Damage-Based Modeling Using a Nonlinear-Incremental Approach 200 Failure Criteria for Lamina 203 Generalized Load Displacement for the Composite Response 203 Performance of Model: Simulation of Tensile Load 204 Simulation of Flexural Results 208 References 210 Chapter 12 Tensile and Flexural Properties of Hybrid Cement Composites 211 Introduction 211 Manufacturing Techniques and Materials 212 Contents XI Experimental Program 212 Specimen Preparation 213 Flexural Three-Point Bending Tests 213 Direct Tension Tests 213 Brittle Fibers 213 Ductile Fibers 215 Hybrid Composites 215 Tension Results 216 Comparison of Injection Molding and Compression Molding 218 Fracture Resistance Curves 220 Conclusion 223 References 223 Chapter 13 Correlation of Distributed Damage with Stiffness Degradation Mechanisms 225 Introduction 225 Role of Microcracking Cement Composites in Tension 225 Tensile Response of Textile Reinforced Cement Composites 225 Crack Spacing Measurement 228 Imaging Procedures for Measurement of Crack Spacing 228 Effect of Fabric Type 231 Effect of Mineral Admixtures 233 Effect of Accelerated Aging 235 Rheology and Microstructure 235 Effect of Curing 236 Effects of Pressure 237 Microcrack-Textile Interaction Mechanisms 238 Conclusions 240 References 240 Chapter 14 Flexural Model for Strain-Softening and Strain-Hardening Composites 243 Introduction 243 Correlation of Tensile and Flexural Strength from Weibull Statistics Perspective 244 Derivation of Closed-Form Solutions for Moment-Curvature Diagram 245 Stage 1: (0 ß 1) and (A m) 249 Stage 2: 1 ß a 250 Stage 3: ß a 252 Stage 3 1: ß a and A co 252 Stage 3 2: ß a and a A Acu 253 Simplified Expressions for Moment-Curvature Relations 255 Case 2 1: 1 ß p and 0 A co 255 Case 3 1: a ß ßtu and 0 A w 257 Crack Localization Rules 260 Algorithm to Predict Load-Deflection Response of the Four-Point Bending Test 261 Parametric Study of Material Parameters 262 Prediction of Load-Deformation Response 263 Steel FRC 264 Engineered Cementitious Composites (ECC) 265 AR Glass and PE Textile Reinforced Cement Composites 267 xii Contents Closed-Form Moment-Curvature Solutions for FRC Beams with Reinforcement 269 Parametric Studies 272 Conclusions 275 Nomenclature 276 Subscripts 277 References 277 Chapter 15 Back-Calculation Procedures of Material Properties from Flexural Tests 279 Introduction 279 Case A: Tension Data Are Unavailable 280 Case Al: Inverse Analysis of Load-Deflection Response of Polymeric Fibers 280 Case A2: Inverse Analysis Load-Deflection Response of Macro-PP-FRC (English System) 283 Data Reduction by the ARS Method and RILEM Test Method 284 Case B: Tension Data Are Available, Forward and Back Calculation 286 Case Bl: Glass FRC 286 Case B2: Simulation of Steel FRC 287 AR Glass Fiber Concrete 290 Comparison with the RILEM Approach 291 Conclusion 292 References 293 Chapter 16 Modeling of Fiber Reinforced Materials Using Finite Element Method 295 Introduction 295 Model Concrete Structure with ABAQUS 297 Implicit or Explicit Analysis Types 297 Element 297 Quasi-Static Simulation 298 Concrete Model in ABAQUS 299 Calculation of Moment-Curvature Response 300 Nodal Calculation 300 Element Calculation 300 Implementation of the User Material Model 302 Inverse Analysis of FRC 302 Finite Element Simulation of Round Panel Test 303 Simulation Result 303 Moment-Curvature Relationship for Rigid Crack Model 305 Modeling of Round Panel Test with Rigid Crack Model 307 Elastic Range (Ma Mcr) 307 Plastic Range ( Ma Mcr) 308 Prediction of Load-Deflection Response 311 Summary 312 References 313 Chapter 17 Flexural Design of Strain-Softening Fiber Reinforced Concrete 315 Introduction 315 Strain-Softening FRC Model 316 Contents xiii Moment-Curvature Response 317 Bilinear Moment-Curvature Diagram 319 Allowable Tensile Strain 320 Ultimate Moment Capacity 322 Minimum Postcrack Tensile Capacity for Flexure 322 Hybrid Reinforcement Conversion Design Chart 323 Deflection Calculation for Serviceability 324 Minimum Postcrack Tensile Strength for Shrinkage and Temperature 325 Design Examples 326 Design Example 1: Slab on Grade 326 Equivalent Moment Capacity with SFRC ,f = 4000 psi (27 6 MPa) 326 Equivalent Tensile Capacity 327 Design Example 2: Equivalent Reinforced Slab with Various Steel Yield Strengths 327 Step 1: Calculate Existing Moment Capacity Based on 1-Ft Strip 327 Step 2: Calculate Normalized Ultimate Moment 328 Step 3: Determine Postcrack Tensile Strength Using Simplified Equation 328 Design Example 3: Simply Supported Slab with Serviceability Criteria 329 Ultimate Moment Capacity 329 Check Tensile Strain Limit 330 Short-Term Deflection 330 Stress Distributions 331 Design Example 4: Four-Span Floor Slab 332 Moment Capacity 332 Shear Capacity 333 Design Example 5: Retaining Wall 333 Design Example 6: Design with Macropolymeric Fibers 335 Problem Formulation 335 Proposed Approach 335 Moment Capacity of a 7-In -Thick Reinforced Concrete Slab 335 Replace the Moment Capacity with Macropoly meric Fiber,// = 4000 psi 335 Replace Tensile Capacity 335 Moment Capacity of an 8-In -Thick Reinforced Concrete Slab 336 Replace the Moment Capacity with Macrofibers,// = 4000 psi 336 Replace Tensile Capacity 336 Conclusions 337 References 337 Chapter 18 Fiber Reinforced Aerated Concrete 339 Introduction 339 AFRC Production 342 Density and Compressive Strength Relationship 342 Flexural Response 344 Pore Structure 346 References 348 Chapter 19 Sisal Fiber Reinforced Composites 349 Introduction 349 Sisal Fiber Composites 351 XIV Contents Stress-Strain Behavior and Cracking Mechanisms 351 Flexural Response 353 Fatigue 355 Fiber Matrix Pullout Behavior 359 Tension Stiffening Model 364 References 367 Chapter 20 Restrained Shrinkage Cracking 369 Introduction 369 Review of Drying Shrinkage Testing Methods 369 Plastic Shrinkage Cracking 370 Restrained Shrinkage Cracking 370 Restrained Drying Shrinkage Test Methodology 371 Modeling Restrained Shrinkage Cracking 373 Lattice Models 375 Lamina Model 376 Moisture Diffusion and Free Shrinkage 376 Effect of Creep in Restrained Shrinkage Cracking 378 Age-Dependent Concrete Strength 378 Equilibrium and Compatibility Conditions 380 Stress-Strain Development 380 Parametric Study 383 Comparison of Experimental Data and Simulations 383 Conclusions 384 References 384 Chapter 21 Flexural Impact Test 387 Introduction 387 Experimental Program 388 Material Properties and Mix Design 388 AR Glass Composite 388 Sisal Fiber Composites 388 Drop Weight Impact Setup 389 Dynamic Calibration 390 Results and Discussions 394 AR Glass Composite 394 Effect of Drop Height 395 Effect of Number of Lamina and Specimen Orientation 397 Energy Absorption 397 Sisal Fiber Composites 398 Discussions 403 References 403 Chapter 22 Textile Composites for Repair and Retrofit 407 Introduction 407 Comparison of FRP Systems with Textile Reinforced Concrete 408 Experimental Program 408 Materials Tests 409 Structural Tests 409 Contents xv Tensile Properties 411 Structural Tests of Masonry Walls 413 Conclusions 415 References 416 Chapter 23 Retrofit of Reinforced Concrete Beam-Column Joints Using Textile Cement Composites 417 Introduction 417 Experimental Program 418 Material Properties 418 Experimental Results 420 Behavior of the Specimens 420 Absorbed Energy 420 Total Energy 421 Dissipated Energy 422 Recovery Energy 423 Stiffness Degradation 424 Conclusions 425 References 425 Chapter 24 Dynamic Tensile Characteristics of Textile Cement Composites 427 Introduction 427 Dynamic Tensile Testing 427 Dynamic Testing of Cement Composites 428 Experimental Methodology 428 Fabric-Cement Composites 428 Dynamic Loading Devices and Technique 429 Data Processing Method for Dynamic Tensile Testing 429 Dynamic Characterization 429 Results and Discussions 429 Unidirectional Sisal Fiber Reinforced Composite 429 Fabric Reinforced Composites 431 Cracking and Failure Behavior 433 Microstructural Features 436 Conclusions 437 References 438 Index
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spelling Mobasher, Barzin Verfasser aut
Mechanics of fiber and textile reinforced cement composites Barzin Mobasher
Boca Raton CRC Press c2012
xxi, 451 p. ill. 26 cm
txt rdacontent
n rdamedia
nc rdacarrier
Includes bibliographical references and index
Fiber cement
Fiber cement Testing
Fiber-reinforced concrete
Faserzement (DE-588)7603084-2 gnd rswk-swf
Mechanische Eigenschaft (DE-588)4217961-0 gnd rswk-swf
Faserbeton (DE-588)4219806-9 gnd rswk-swf
Textilbeton (DE-588)7573597-0 gnd rswk-swf
Faserbeton (DE-588)4219806-9 s
Faserzement (DE-588)7603084-2 s
Textilbeton (DE-588)7573597-0 s
Mechanische Eigenschaft (DE-588)4217961-0 s
DE-604
HEBIS Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=027797891&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis
spellingShingle Mobasher, Barzin
Mechanics of fiber and textile reinforced cement composites
Fiber cement
Fiber cement Testing
Fiber-reinforced concrete
Faserzement (DE-588)7603084-2 gnd
Mechanische Eigenschaft (DE-588)4217961-0 gnd
Faserbeton (DE-588)4219806-9 gnd
Textilbeton (DE-588)7573597-0 gnd
subject_GND (DE-588)7603084-2
(DE-588)4217961-0
(DE-588)4219806-9
(DE-588)7573597-0
title Mechanics of fiber and textile reinforced cement composites
title_auth Mechanics of fiber and textile reinforced cement composites
title_exact_search Mechanics of fiber and textile reinforced cement composites
title_full Mechanics of fiber and textile reinforced cement composites Barzin Mobasher
title_fullStr Mechanics of fiber and textile reinforced cement composites Barzin Mobasher
title_full_unstemmed Mechanics of fiber and textile reinforced cement composites Barzin Mobasher
title_short Mechanics of fiber and textile reinforced cement composites
title_sort mechanics of fiber and textile reinforced cement composites
topic Fiber cement
Fiber cement Testing
Fiber-reinforced concrete
Faserzement (DE-588)7603084-2 gnd
Mechanische Eigenschaft (DE-588)4217961-0 gnd
Faserbeton (DE-588)4219806-9 gnd
Textilbeton (DE-588)7573597-0 gnd
topic_facet Fiber cement
Fiber cement Testing
Fiber-reinforced concrete
Faserzement
Mechanische Eigenschaft
Faserbeton
Textilbeton
url http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=027797891&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA
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