MARC ayrıntıları
| 000 -LEADER |
|---|
| fixed length control field |
14732nam a2200349 i 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
|---|
| fixed length control field |
110418s2012 flua b 001 0 eng |
| 010 ## - LIBRARY OF CONGRESS CONTROL NUMBER |
|---|
| LC control number |
2011009972 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
9781439806609 |
| Qualifying information |
(hardcover : alk. paper) |
|
|---|
| International Standard Book Number |
1439806608 |
| Qualifying information |
(hardcover : alk. paper) |
| 035 ## - SYSTEM CONTROL NUMBER |
|---|
| System control number |
(OCoLC)713567282 |
| 040 ## - CATALOGING SOURCE |
|---|
| Original cataloging agency |
DLC |
| Transcribing agency |
DLC |
| Modifying agency |
YDX |
| -- |
YDXCP |
| 049 ## - LOCAL HOLDINGS (OCLC) |
|---|
| Holding library |
BAUN_MERKEZ |
| 050 04 - LIBRARY OF CONGRESS CALL NUMBER |
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| Classification number |
TA438 |
| Item number |
.M63 2012 |
| 082 00 - DEWEY DECIMAL CLASSIFICATION NUMBER |
|---|
| Edition number |
22 |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
|---|
| Personal name |
Mobasher, Barzin |
| 245 10 - TITLE STATEMENT |
|---|
| Title |
Mechanics of fiber and textile reinforced cement composites / |
| Statement of responsibility, etc |
Barzin Mobasher |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
|---|
| Place of production, publication, distribution, manufacture |
Boca Raton, FL : |
| Name of producer, publisher, distributor, manufacturer |
CRC Press, |
| Date of production, publication, distribution, manufacture, or copyright notice |
[2012] |
|
|---|
| Date of production, publication, distribution, manufacture, or copyright notice |
©2012 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
xxi, 451 pages : |
| Other physical details |
illustrations ; |
| Dimensions |
26 cm |
| 336 ## - CONTENT TYPE |
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| Content Type Term |
text |
| Content Type Code |
txt |
| Source |
rdacontent |
| 337 ## - MEDIA TYPE |
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| Media Type Term |
unmediated |
| Media Type Code |
unmediated |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
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| Carrier Type Term |
volume |
| Carrier Type Code |
volume |
| Source |
rdacarrier |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc |
Includes bibliographical references and index |
| 505 00 - FORMATTED CONTENTS NOTE |
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| Title |
Contents |
| -- |
Preface |
| -- |
Author |
| -- |
chapter 1 Cement-Based Composites-A Case for Sustainable Construction |
| -- |
Introduction |
| -- |
Cement and Concrete Production |
| -- |
Current Trends |
| -- |
Structure of This Book |
| -- |
Textile Reinforced and High-Volume Content Cement Composites |
| -- |
Development of Design Methodologies for Fiber Reinforced Composites |
| -- |
Sustainability-The Main Driver for New Materials and Design Methods Is the Economy of Construction System |
| -- |
References |
| -- |
chapter 2 Historical Aspects of Conventional Fiber Reinforced Concrete Systems |
| -- |
Introduction |
| -- |
Prehistoric Developments |
| -- |
Asbestos Cement |
| -- |
Hatscheck Process |
| -- |
Ferrocement |
| -- |
Cement Composites in Modular and Panelized Construction Systems |
| -- |
Glass Fiber Reinforced Concrete |
| -- |
Cellulose Fibers |
| -- |
Continuous Fiber Systems |
| -- |
Thin Section Composites Using Textiles |
| -- |
References |
| -- |
chapter 3 Ductile Cement Composite Systems |
| -- |
Introduction |
| -- |
Mechanics of Toughening |
| -- |
Macro-Defect-Free Cements |
| -- |
Ductile Composites with High-Volume Fiber Contents |
| -- |
Extrusion |
| -- |
Compression Molding |
| -- |
Spin Casting |
| -- |
Mixing High-Volume Fraction Composites |
| -- |
Composites Using Continuous Fibers and Textiles |
| -- |
Mesh Reinforced Cementitious Sheets |
| -- |
Pultrusion |
| -- |
Matrix Phase Modifications |
| -- |
Rapid Setting |
| -- |
Fly Ash |
| -- |
Calcium Hydroxide Reduction |
| -- |
Rheology |
| -- |
Hybrid Short Fiber Reinforcement |
| -- |
Hybrid Reinforcement: Woven Mesh and Discrete Fibers |
| -- |
Conclusions |
| -- |
References |
| -- |
chapter 4 Textile Reinforcement in Composite Materials |
| -- |
Introduction |
| -- |
Terminology and Classifications Systems |
| -- |
Fiber and Fabric Terminology |
| -- |
Composites |
| -- |
AR Glass Fibers |
| -- |
Kevlar |
| -- |
Carbon Filaments and Yarns |
| -- |
Textile Reinforced Composites |
| -- |
Textile Fibers |
| -- |
Textile Forms |
| -- |
Monofilaments (25-200 μm, Continuous) |
| -- |
Whiskers (<1 μm, Discontinuous) |
| -- |
Textile Terminology |
| -- |
Scrims |
| -- |
Stitch-Bonded Fabrics |
| -- |
Leno Weave Technique |
| -- |
Analysis of Woven Textile Composites |
| -- |
Composite Moduli in Textile Reinforcements |
| -- |
Modeling of Textile Composites at the Representative Volume Level |
| -- |
Mechanical Strength and Damage Accumulation |
| -- |
References |
| -- |
chapter 5 Single Yarns in Woven Textiles: Characterization of Geometry and Length Effects |
| -- |
Introduction |
| -- |
Kevlar Fabric |
| -- |
Single Yarn Tensile Tests |
| -- |
Weibull Analysis |
| -- |
References |
| -- |
chapter 6 Introduction to Mechanics of Composite Materials |
| -- |
Introduction |
| -- |
Volume Fraction |
| -- |
Composite Density |
| -- |
Nature of Load Sharing and Load Transfer |
| -- |
Computation of Transverse Stiffness |
| -- |
Strength of a Lamina |
| -- |
Case Study 1: Matrix Fails First, Governs |
| -- |
Case Study 2: Four Stages of Cracking |
| -- |
Laminated Composites |
| -- |
Stiffness of an Off-Axis Ply |
| -- |
Ply Discount Method |
| -- |
Failure Criteria |
| -- |
Maximum Stress Theory |
| -- |
Interactive Failure Criterion, Tsai[–]Hill |
| -- |
References |
| -- |
chapter 7 Mechanical Testing and Characteristic Responses |
| -- |
Introduction |
| -- |
Concepts of Closed-Loop Testing |
| -- |
Components and Parameters of CLC |
| -- |
The Proportional-Integral-Derivative (PID) Controller |
| -- |
Actuators and Servomechanism |
| -- |
Hydraulic Actuators and Servovalves |
| -- |
Servohydraulic Testing Machines |
| -- |
The Electronics |
| -- |
Compression Test |
| -- |
Uniaxial Tension Test |
| -- |
Flexure Test |
| -- |
Fracture Tests |
| -- |
Cyclic Test |
| -- |
Compliance-Based Approach |
| -- |
Mechanical Performance-Test Methods for Measurement of Toughness of FRC |
| -- |
Round Panel Tests |
| -- |
Fatigue Tests |
| -- |
Impact Resistance |
| -- |
Restrained Shrinkage |
| -- |
Aging and Weathering |
| -- |
References |
| -- |
chapter 8 Fiber Pullout and Interfacial Characterization |
| -- |
Introduction |
| -- |
Significance of Interfacial Modeling |
| -- |
Analytical Derivation for Fiber Pullout Fiber and Textile Composites |
| -- |
Pullout Response in Elastic Stage (Stage 1) |
| -- |
Pullout Response in the Nonlinear Stage (Stage 2) |
| -- |
Pullout Response in Dynamic Stage (Stage 3) |
| -- |
Algorithm for Pullout Simulation |
| -- |
Single-Fiber Pullout Experiments |
| -- |
Textile Pullout Tests |
| -- |
Energy Dissipation during Pullout |
| -- |
Finite Element Simulation |
| -- |
Fracture-Based Approach |
| -- |
Strain Energy Release Rate |
| -- |
Modeling of the Transverse Yarn Anchorage Mechanism |
| -- |
Finite Difference Approach for the Anchorage Model |
| -- |
Characterization of Interfacial Aging |
| -- |
Theoretical Modeling of Interfacial Aging |
| -- |
Conclusions |
| -- |
References |
| -- |
chapter 9 Fracture Process in Quasi-Brittle Materials |
| -- |
Introduction |
| -- |
Linear Elastic Fracture Mechanics |
| -- |
Stress Intensity Factor and Fracture Toughness |
| -- |
Fracture Process Zone |
| -- |
Equivalent Elastic Cracks |
| -- |
Cohesive Crack Models |
| -- |
Closing Pressure Formulations |
| -- |
R-Curve Approach |
| -- |
Derivation of R-Curves |
| -- |
Alternative Forms of R-Curves |
| -- |
Stress[–]Crack Width Relationship |
| -- |
Stress Intensity Approach Using Fiber Pullout or Stress[–]Crack Width |
| -- |
Termination of Stable Crack Growth Range |
| -- |
Toughening under Steady-State Condition |
| -- |
Discrete Fiber Approach Using Fiber Pullout for Toughening |
| -- |
Comparison with Experimental Results |
| -- |
Simulation of Glass Fiber Concrete |
| -- |
Compliance-Based Approach |
| -- |
References |
| -- |
chapter 10 Tensile Response of Continuous and Cross-Ply Composites |
| -- |
Introduction |
| -- |
Specimen Preparation |
| -- |
(0/90) Composite Laminates |
| -- |
(+45) Composite Laminates |
| -- |
Compression Response |
| -- |
PP Fiber Laminates |
| -- |
Flexural Response |
| -- |
Microstructural Damage and Toughness |
| -- |
References |
| -- |
chapter 11 Inelastic Analysis of Cement Composites Using Laminate Theory |
| -- |
Introduction |
| -- |
Stiffness of a Lamina |
| -- |
Stiffness of a Ply along Material Direction |
| -- |
Ply Discount Method |
| -- |
Damage-Based Modeling Using a Nonlinear-Incremental Approach |
| -- |
Failure Criteria for Lamina |
| -- |
Generalized Load Displacement for the Composite Response |
| -- |
Performance of Model: Simulation of Tensile Load |
| -- |
Simulation of Flexural Results |
| -- |
References |
| -- |
chapter 12 Tensile and Flexural Properties of Hybrid Cement Composites |
| -- |
Introduction |
| -- |
Manufacturing Techniques and Materials |
| -- |
Experimental Program |
| -- |
Specimen Preparation |
| -- |
Flexural Three-Point Bending Tests |
| -- |
Direct Tension Tests |
| -- |
Brittle Fibers |
| -- |
Ductile Fibers |
| -- |
Hybrid Composites |
| -- |
Tension Results |
| -- |
Comparison of Injection Molding and Compression Molding |
| -- |
Fracture Resistance Curves |
| -- |
Conclusion |
| -- |
References |
| -- |
chapter 13 Correlation of Distributed Damage with Stiffness Degradation Mechanisms |
| -- |
Introduction |
| -- |
Role of Microcracking Cement Composites in Tension |
| -- |
Tensile Response of Textile Reinforced Cement Composites |
| -- |
Crack Spacing Measurement |
| -- |
Imaging Procedures for Measurement of Crack Spacing |
| -- |
Effect of Fabric Type |
| -- |
Effect of Mineral Admixtures |
| -- |
Effect of Accelerated Aging |
| -- |
Rheology and Microstructure |
| -- |
Effect of Curing |
| -- |
Effects of Pressure |
| -- |
Microcrack[–]Textile Interaction Mechanisms |
| -- |
Conclusions |
| -- |
References |
| -- |
chapter 14 Flexural Model for Strain-Softening and Strain-Hardening Composites |
| -- |
Introduction |
| -- |
Correlation of Tensile and Flexural Strength from Weibull Statistics Perspective |
| -- |
Derivation of Closed-Form Solutions for Moment[–]Curvature Diagram |
| -- |
Stage 1: (0 < β < 1) and (λ < ω) |
| -- |
Stage 2: 1 < β < α |
| -- |
Stage 3: β > α |
| -- |
Stage 3.1: β > α and λ < ω |
| -- |
Stage 3.2: β > α and ω < λ < λcu |
| -- |
Simplified Expressions for Moment[–]Curvature Relations |
| -- |
Case 2.1: 1 < β < ρ and 0 < λ < ω |
| -- |
Case 3.1: α < β < βtu and 0 < λ < ω |
| -- |
Crack Localization Rules |
| -- |
Algorithm to Predict Load[–]Deflection Response of the Four-Point Bending Test |
| -- |
Parametric Study of Material Parameters |
| -- |
Prediction of Load[–]Deformation Response |
| -- |
Steel FRC |
| -- |
Engineered Cementitious Composites (ECC) |
| -- |
AR Glass and PE Textile Reinforced Cement Composites |
| -- |
Closed-Form Moment[–]Curvature Solutions for FRC Beams with Reinforcement |
| -- |
Parametric Studies |
| -- |
Conclusions |
| -- |
Nomenclature |
| -- |
Subscripts |
| -- |
References |
| -- |
chapter 15 Back-Calculation Procedures of Material Properties from Flexural Tests |
| -- |
Introduction |
| -- |
|
|
|---|
| Title |
Case A: Tension Data Are Unavailable |
| -- |
Case A1: Inverse Analysis of Load[–]Deflection Response of Polymeric Fibers |
| -- |
Case A2: Inverse Analysis Load[–]Deflection Response of Macro-PP-FRC (English System) |
| -- |
Data Reduction by the ARS Method and RILEM Test Method |
| -- |
Case B: Tension Data Are Available, Forward and Back Calculation |
| -- |
Case B1: Glass FRC |
| -- |
Case B2: Simulation of Steel FRC |
| -- |
AR Glass Fiber Concrete |
| -- |
Comparison with the RILEM Approach |
| -- |
Conclusion |
| -- |
References |
| -- |
chapter 16 Modeling of Fiber Reinforced Materials Using Finite Element Method |
| -- |
Introduction |
| -- |
Model Concrete Structure with ABAQUS |
| -- |
Implicit or Explicit Analysis Types |
| -- |
Element |
| -- |
Quasi-Static Simulation |
| -- |
Concrete Model in ABAQUS |
| -- |
Calculation of Moment[–]Curvature Response |
| -- |
Nodal Calculation |
| -- |
Element Calculation |
| -- |
Implementation of the User Material Model |
| -- |
Inverse Analysis of FRC |
| -- |
Finite Element Simulation of Round Panel Test |
| -- |
Simulation Result |
| -- |
Moment[–]Curvature Relationship for Rigid Crack Model |
| -- |
Modeling of Round Panel Test with Rigid Crack Model |
| -- |
Elastic Range (Ma<mcr)< td="" style="font-family: Calibri, "Lucida Grande", Arial, sans-serif !important;"></mcr)<> |
| -- |
Plastic Range (Ma>Mcr) |
| -- |
Prediction of Load[–]Deflection Response |
| -- |
Summary |
| -- |
References |
| -- |
chapter 17 Flexural Design of Strain-Softening Fiber Reinforced Concrete |
| -- |
Introduction |
| -- |
Strain-Softening FRC Model |
| -- |
Moment[–]Curvature Response |
| -- |
Bilinear Moment[–]Curvature Diagram |
| -- |
Allowable Tensile Strain |
| -- |
Ultimate Moment Capacity |
| -- |
Minimum Postcrack Tensile Capacity for Flexure |
| -- |
Hybrid Reinforcement Conversion Design Chart |
| -- |
Deflection Calculation for Serviceability |
| -- |
Minimum Postcrack Tensile Strength for Shrinkage and Temperature |
| -- |
Design Examples |
| -- |
Design Example 1: Slab on Grade |
| -- |
Equivalent Moment Capacity with SFRC, f1'c = 4000 psi (27.6 MPa) |
| -- |
Equivalent Tensile Capacity |
| -- |
Design Example 2: Equivalent Reinforced Slab with Various Steel Yield Strengths |
| -- |
Step 1: Calculate Existing Moment Capacity Based on 1-Ft. Strip |
| -- |
Step 2: Calculate Normalized Ultimate Moment |
| -- |
Step 3: Determine Postcrack Tensile Strength Using Simplified Equation |
| -- |
Design Example 3: Simply Supported Slab with Serviceability Criteria |
| -- |
Ultimate Moment Capacity |
| -- |
Check Tensile Strain Limit |
| -- |
Short-Term Deflection |
| -- |
Stress Distributions |
| -- |
Design Example 4: Four-Span Floor Slab |
| -- |
Moment Capacity |
| -- |
Shear Capacity |
| -- |
Design Example 5: Retaining Wall |
| -- |
Design Example 6: Design with Macropolymeric Fibers |
| -- |
Problem Formulation |
| -- |
Proposed Approach |
| -- |
Moment Capacity of a 7-In.-Thick Reinforced Concrete Slab |
| -- |
Replace the Moment Capacity with Macropolymeric Fiber, f'c = 4000 psi |
| -- |
Replace Tensile Capacity |
| -- |
Moment Capacity of an 8-In.-Thick Reinforced Concrete Slab |
| -- |
Replace the Moment Capacity with Macrofibers, f'c = 4000 psi |
| -- |
Replace Tensile Capacity |
| -- |
Conclusions |
| -- |
References |
| -- |
chapter 18 Fiber Reinforced Aerated Concrete |
| -- |
Introduction |
| -- |
AFRC Production |
| -- |
Density and Compressive Strength Relationship |
| -- |
Flexural Response |
| -- |
Pore Structure |
| -- |
References |
| -- |
chapter 19 Sisal Fiber Reinforced Composites |
| -- |
Introduction |
| -- |
Sisal Fiber Composites |
| -- |
Stress[–]Strain Behavior and Cracking Mechanisms |
| -- |
Flexural Response |
| -- |
Fatigue |
| -- |
Fiber Matrix Pullout Behavior |
| -- |
Tension Stiffening Model |
| -- |
References |
| -- |
chapter 20 Restrained Shrinkage Cracking |
| -- |
Introduction |
| -- |
Review of Drying Shrinkage Testing Methods |
| -- |
Plastic Shrinkage Cracking |
| -- |
Restrained Shrinkage Cracking |
| -- |
Restrained Drying Shrinkage Test Methodology |
| -- |
Modeling Restrained Shrinkage Cracking |
| -- |
Lattice Models |
| -- |
Lamina Model |
| -- |
Moisture Diffusion and Free Shrinkage |
| -- |
Effect of Creep in Restrained Shrinkage Cracking |
| -- |
Age-Dependent Concrete Strength |
| -- |
Equilibrium and Compatibility Conditions |
| -- |
Stress[–]Strain Development |
| -- |
Parametric Study |
| -- |
Comparison of Experimental Data and Simulations |
| -- |
Conclusions |
| -- |
References |
| -- |
chapter 21 Flexural Impact Test |
| -- |
Introduction |
| -- |
Experimental Program |
| -- |
Material Properties and Mix Design |
| -- |
AR Glass Composite |
| -- |
Sisal Fiber Composites |
| -- |
Drop Weight Impact Setup |
| -- |
Dynamic Calibration |
| -- |
Results and Discussions |
| -- |
AR Glass Composite |
| -- |
Effect of Drop Height |
| -- |
Effect of Number of Lamina and Specimen Orientation |
| -- |
Energy Absorption |
| -- |
Sisal Fiber Composites |
| -- |
Discussions |
| -- |
References |
| -- |
chapter 22 Textile Composites for Repair and Retrofit |
| -- |
Introduction |
| -- |
Comparison of FRP Systems with Textile Reinforced Concrete |
| -- |
Experimental Program |
| -- |
Materials Tests |
| -- |
Structural Tests |
| -- |
Tensile Properties |
| -- |
Structural Tests of Masonry Walls |
| -- |
Conclusions |
| -- |
References |
| -- |
chapter 23 Retrofit of Reinforced Concrete Beam-Column Joints Using Textile Cement Composites |
| -- |
Introduction |
| -- |
Experimental Program |
| -- |
Material Properties |
| -- |
Experimental Results |
| -- |
Behavior of the Specimens |
| -- |
Absorbed Energy |
| -- |
Total Energy |
| -- |
Dissipated Energy |
| -- |
Recovery Energy |
| -- |
Stiffness Degradation |
| -- |
Conclusions |
| -- |
References |
| -- |
chapter 24 Dynamic Tensile Characteristics of Textile Cement Composites |
| -- |
Introduction |
| -- |
Dynamic Tensile Testing |
| -- |
Dynamic Testing of Cement Composites |
| -- |
Experimental Methodology |
| -- |
Fabric-Cement Composites |
| -- |
Dynamic Loading Devices and Technique |
| -- |
Data Processing Method for Dynamic Tensile Testing |
| -- |
Dynamic Characterization |
| -- |
Results and Discussions |
| -- |
Unidirectional Sisal Fiber Reinforced Composite |
| -- |
Fabric Reinforced Composites |
| -- |
Cracking and Failure Behavior |
| -- |
Microstructural Features |
| -- |
Conclusions |
| -- |
References |
| -- |
Index |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name as entry element |
Fiber cement |
|
|---|
| Topical term or geographic name as entry element |
Fiber cement |
| General subdivision |
Testing |
|
|---|
| Topical term or geographic name as entry element |
Fiber-reinforced concrete |
| 900 ## - EQUIVALENCE OR CROSS-REFERENCE-PERSONAL NAME [LOCAL, CANADA] |
|---|
| Personal Name |
33129 |
|
|---|
| Numeration |
satın |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Source of classification or shelving scheme |
Library of Congress Classification |
| Koha item type |
Kitap |
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