Stainless steel wires-engineered multifunctional ultra-high performance concrete / (Registro nro. 302147)

Detalles MARC
000 -LEADER
fixed length control field 13080nam a22003497a 4500
003 - CONTROL NUMBER IDENTIFIER
control field pucpr
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20240410144251.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 230427s2024 flu b 001 0 eng
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9781032232362
Qualifying information hbk
International Standard Book Number 9781032232386
Qualifying information pbk
Canceled/invalid ISBN 9781003276357
Qualifying information ebk
040 ## - CATALOGING SOURCE
Original cataloging agency pucpr
Language of cataloging eng
Transcribing agency pucpr
Modifying agency pucpr
Description conventions rda
049 ## - LOCAL HOLDINGS
Holding library CARIBET
050 00 - LIBRARY OF CONGRESS CALL NUMBER
Classification number TA683.42
Item number D66 2024
082 00 - DEWEY DECIMAL CLASSIFICATION NUMBER
Edition number 23
Classification number 620.1/37
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Dong, Sufen,
Relator term author.
245 10 - TITLE STATEMENT
Title Stainless steel wires-engineered multifunctional ultra-high performance concrete /
Statement of responsibility, etc. Sufen Dong, Xinyue Wang, and Baoguo Han.
Medium txt
250 ## - EDITION STATEMENT
Edition statement First edition.
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 2024.
300 ## - PHYSICAL DESCRIPTION
Extent 371p. :
Other physical details ill. ; graph. ;
Dimensions 24 cm.
Type of unit book
336 ## - CONTENT TYPE
Source rdacontent
Content type term text
Content type code txt
337 ## - MEDIA TYPE
Source rdamedia
Media type term unmediated
Media type code n
338 ## - CARRIER TYPE
Source rdacarrier
Carrier type term volume
Carrier type code nc
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc. note Includes bibliographical references and index.
505 ## - FORMATTED CONTENTS NOTE
Formatted contents note About the authors xv --<br/>Foreword xvii --<br/>Preface xix --<br/>Acknowledgements xxv --<br/>1 Design principle and fabrication of stainless-steel wires-engineered multifunctional ultra-high-<br/>performance concrete 1 --<br/>1.1 Introduction 1 --<br/>1.2 Design principle of SSWs-engineered multifunctional UHPC 2 --<br/>1.3 Fabrications of SSWs-engineered multifunctional UHPC 6 --<br/>1.4 Summary 7 --<br/>References 7 --<br/>2 Flexural and compressive properties of stainless-steel wires-engineered multifunctional ultra-<br/>high-performance concrete 11 --<br/>2.1 Introduction 11 --<br/>2.2 Flexural properties of SSWs-engineered multifunctional UHPC 11 --<br/>2.2.1 Flexural strength 11 --<br/>2.2.2 Flexural load-displacement curves 16 --<br/>2.2.3 Flexural stress-strain curves 16 --<br/>2.3 Compressive properties of SSWs-engineered multifunctional UHPC after flexure 17 --<br/>2.3.1 Compressive strength 17 --<br/>2.3.2 Compressive load-displacement curves 19 --<br/>2.4 Uniaxial compressive properties of SSWs-engineered multifunctional UHPC 21 --<br/>2.4.1 Uniaxial compressive strength 21 --<br/>2.4.2 Elastic modulus and Poisson’s ratio 23 --<br/>2.4.3 Uniaxial compressive stress-strain curves 25 --<br/>2.4.4 Uniaxial compressive failure mode 27 --<br/>2.5 Uniaxial compressive constitutive model for SSWs-engineered multifunctional UHPC 28 --<br/>2.6 Strengthening mechanisms of SSWs-engineered multifunctional UHPC 35 --<br/><br/>2.6.1 Macroscopic mechanisms 35 --<br/>2.6.2 Microcosmic mechanics 36 --<br/>2.6.3 Hydration product property 37 --<br/>2.7 Summary 39 --<br/>References 40 --<br/>3 Bending and fracture properties of stainless-steel wires-engineered multifunctional ultra-high-<br/>performance concrete 43 --<br/>3.1 Introduction 43 --<br/>3.2 Bending properties of SSWs-engineered multifunctional UHPC unnotched beam 43 --<br/>3.2.1 Four point bending properties of SSWs-engineered multifunctional UHPC unnotched beam<br/>43 --<br/>3.2.2 Three-point bending properties of SSWs-engineered multifunctional UHPC notched beam<br/>48 --<br/>3.2.2.1 Specimens with crack length/depth ratio of 0.25 48 --<br/>3.2.2.2 Specimens with crack length/depth ratio of 0.5 54 --<br/>3.2.3 Four-point bending properties of SSWs-engineered multifunctional UHPC unnotched plate<br/>57 --<br/>3.3 Fracture properties of SSWs-engineered multifunctional UHPC 61 --<br/>3.3.1 Three-point fracture properties of SSWs-engineered multifunctional UHPC notched beam<br/>61 --<br/>3.3.1.1 Load-deflection and load - CMOD curves 61 --<br/>3.3.1.2 Measured critical effective crack length 63 --<br/>3.3.1.3 Initial cracking load 65 --<br/>3.3.1.4 Fracture toughness calculated with TPFM 67 --<br/>3.3.1.5 Fracture toughness calculated with DKFM 70 --<br/>3.3.1.6 Fracture energy 71 --<br/>3.3.1.7 Cracking pattern 73 --<br/>3.3.2 Four-point fracture properties of SSWs-engineered multifunctional UHPC notched beam<br/>74 --<br/>3.3.2.1 Load-CMOD 75 --<br/><br/>3.3.2.2 Shearing force and mixed mode I-II fracture toughness 76 --<br/>3.3.2.3 Cracking pattern 77 --<br/>3.3.2.4 Initial cracking load 77 --<br/>3.4 Summary 79 --<br/>References 80 --<br/>4 Impact properties of stainless-steel wires-engineered multifunctional ultra-high-performance<br/>concrete 83 --<br/>4.1 Introduction 83 --<br/>4.2 Impact compressive properties of SSWs-engineered multifunctional UHPC 83 --<br/>4.2.1 Impact compressive strength and deformation of SSWs-engineered multifunctional UHPC<br/>83 --<br/>4.2.2 Impact compressive strain-stress curve, toughness, and dissipation energy of SSWs-<br/>engineered multifunctional UHPC 89 --<br/>4.3 Impact compressive modification mechanisms of SSWs-engineered multifunctional UHPC<br/>92 --<br/>4.4 Impact compressive constitutive model of SSWs-engineered multifunctional UHPC 95 --<br/>4.5 Summary 103 --<br/>References 103 --<br/>5 Fatigue properties of stainless-steel wires-engineered multifunctional ultra-high-performance<br/>concrete 107 --<br/>5.1 Introduction 107 --<br/>5.2 Flexure fatigue properties of SSWs-engineered multifunctional UHPC 107 --<br/>5.2.1 Flexural fatigue life and S-N curves 107 --<br/>5.2.1.1 Flexural fatigue life 107 --<br/>5.2.1.2 S-N curves and P-S-N curves of flexural fatigue life 111 --<br/>5.2.2 Flexural fatigue strain and damage 117 --<br/>5.2.2.1 Flexural fatigue strain-stress hysteresis curves 117 --<br/>5.2.2.2 Maximum flexural fatigue strain 122 --<br/>5.2.2.3 Residual flexural fatigue strain 125 --<br/>5.2.2.4 Flexural fatigue damage 126 --<br/><br/>5.2.3 Flexural failure state 131 --<br/>5.3 Compressive fatigue properties of SSWs-engineered multifunctional UHPC 133 --<br/>5.3.1 Compressive fatigue life and S-N curves 133 --<br/>5.3.1.1 Compressive fatigue life 133 --<br/>5.3.1.2 S-N curves and P-S-N curves of compressive fatigue life 136 --<br/>5.3.2 Compressive fatigue strain and energy dissipation capacity 140 --<br/>5.3.2.1 Maximum fatigue strain 140 --<br/>5.3.2.2 Fatigue strain-stress curves and energy dissipation capacity 143 --<br/>5.3.3 Compressive fatigue deformation and damage 148 --<br/>5.3.3.1 Residual strain 148 --<br/>5.3.3.2 Strain amplitude 152 --<br/>5.3.3.3 Fatigue modulus and damage evolution 153 --<br/>5.3.4 Compressive fatigue failure state 158 --<br/>5.4 Enhancement mechanisms of SSWs on fatigue properties of UHPC 162 --<br/>5.4.1 Pore structure 162 --<br/>5.4.2 Hydration product characteristics 164 --<br/>5.4.3 Scanning electron microscopy (SEM) images of specimens after flexural fatigue test 165 --<br/>5.4.4 SEM images of specimens after compressive fatigue test 167 --<br/>5.5 Summary 171 --<br/>References 172--<br/>6 Electrical and self-sensing properties of stainless-steel wires-engineered multifunctional ultra-<br/>high-performance concrete 175 --<br/>6.1 Introduction 175 --<br/>6.2 Electrically conductive properties of SSWs-engineered multifunctional UHPC 175 --<br/>6.2.1 Electrical resistivity 175 --<br/>6.2.1.1 Measured using the two-electrode alternating current (AC) method 175 --<br/>6.2.1.2 Measured using the two-electrode direct current (DC) method 177 --<br/>6.2.1.3 Measured using the four-electrode DC method 179 --<br/>6.2.1.4 Electrical polarization phenomenon 180 --<br/><br/>6.2.2 Impedance characteristic and intrinsic conductivity 183 --<br/>6.2.2.1 Electrochemical impedance spectroscopy (EIS) and equivalent circuit 183 --<br/>6.2.2.2 Intrinsic conductivity 187 --<br/>6.3 Self-sensing properties of SSWs-engineered multifunctional UHPC 188 --<br/>6.3.1 Under compressive load 188 --<br/>6.3.1.1 Under cyclic compressive load 188 --<br/>6.3.1.2 Under monotonic compressive load 192 --<br/>6.3.2 Under flexural load 195 --<br/>6.3.3 Under fracture load 199 --<br/>6.3.3.1 Under three-point bending fracture load 199 --<br/>6.3.3.2 Under four-point shearing fracture load 202 --<br/>6.4 Self-sensing mechanisms of SSWs-engineered multifunctional UHPC 204 --<br/>6.5 Summary 205 --<br/>References 206 --<br/>7 Thermal and electrothermal properties of stainless-steel wires-engineered multifunctional ultra-<br/>high-performance concrete 209 --<br/>7.1 Introduction 209 --<br/>7.2 Thermal properties of SSWs-engineered multifunctional UHPC 209 --<br/>7.3 Performance to control thermal cracking caused by hydration heat of SSWs-engineered<br/>multifunctional UHPC 211 --<br/>7.3.1 Hydration heat-induced temperature and stress fields of cubic specimens 211--<br/>7.3.2 Hydration heat-induced temperature and stress fields of pavement slab 218--<br/>7.3.3 Hydration heat-induced temperature and stress fields of pier cap 221--<br/>7.4 Electrothermal properties of SSWs-engineered multifunctional UHPC 224 --<br/>7.4.1 Self-heating properties 224 --<br/>7.4.2 Active deicing properties 232 --<br/>7.4.3 Active snow-melting properties 238 --<br/>7.5 Summary 242 --<br/>References 243 --<br/><br/>8 Wear resistance, damping, and electromagnetic properties of stainless steel wires-engineered<br/>ultra-high performance concrete 247 --<br/>8.1 Introduction 247 --<br/>8.2 Wear resistance of SSWs-engineered multifunctional UHPC 247 --<br/>8.3 Self-damping property of SSWs-engineered multifunctional UHPC 250 --<br/>8.4 Electromagnetic properties of SSWs-engineered multifunctional UHPC 255 --<br/>8.4.1 Electromagnetic wave shielding effectiveness 255 --<br/>8.4.2 Electromagnetic wave reflectivity 257 --<br/>8.5 Summary 261 --<br/>References 262 --<br/>9 Stainless steel wires-engineered multifunctional ultra-high-performance concrete incorporating<br/>nanofillers 265 --<br/>9.1 Introduction 265 --<br/>9.2 Mechanical properties of SSWs-engineered multifunctional UHPC incorporating nanofillers<br/>266 --<br/>9.2.1 Compressive flexural strength and flexural toughness of SSWs-engineered multifunctional<br/>UHPC incorporating CNTs 266 --<br/>9.2.1.1 Using P•1 type of cement 266 --<br/>9.2.1.2 Using P•O type of cement 269 --<br/>9.2.2 Compressive/flexural strength and flexural toughness of SSWs-engineered multifunctional<br/>UHPC incorporating NTs 273 --<br/>9.2.2.1 Using P•I type of cement 273 --<br/>9.2.2.2 Using P-O type of cement 276 --<br/>9.2.3 Flexural toughening calculation models 278 --<br/>9.2.3.1 Calculation model of three-point flexural strength 279 --<br/>9.2.3.2 Calculation of SSWs&#39; efficiency 282 --<br/>9.2.4 Flexural toughening mechanisms 285 --<br/>9.3 Electrical and self-sensing properties of SSWs-engineered multifunctional UHPC<br/>incorporating nanofillers 287 --<br/>9.3.1 Electrical resistivity 287 --<br/><br/>9.3.2 Self-sensing properties 290 --<br/>9.3.2.1 Under cyclic compressive load 290 --<br/>9.3.2.2 Under monotonic compressive loading 293 --<br/>9.3.3 Synergistic conductive mechanisms 295 --<br/>9.4 Summary 298 --<br/>References 300 -<br/>10 Stainless steel wires-engineered multifunctional ultra-high performance concrete<br/>incorporating steel fibers 303 --<br/>10.1 Introduction 303 --<br/>10.2 Flexural properties of SSWs-engineered multifunctional UHPC incorporating steel fibers<br/>304 --<br/>10.2.1 Flexural strain-stress curves 304 --<br/>10.2.2 Optimization effect of SSWs on the dispersion and orientation of SFs 308 --<br/>10.2.3 Flexural strength and toughness 312 --<br/>10.2.4 Multiple-cracking flexural failure 315 --<br/>10.2.5 Optimization results 322 --<br/>10.3 Electrical and self-sensing properties of SSWs-engineered multifunctional UHPC<br/>incorporating steel fibers 324 --<br/>10.3.1 Electrical properties 324 --<br/>10.3.2 Self-sensing properties 327 --<br/>10.3.3 Conductive and sensing mechanisms 333 --<br/>10.4 Summary 336 --<br/>References 337 --<br/>11 Stainless steel wires-engineered multifunctional ultra-high-performance concrete fabricated<br/>with sea water and sea sand 341 --<br/>11.1 Introduction 341 --<br/>11.2 Seawater corrosion resistance of SSWs 342 --<br/>11.3 Mechanical properties of SSWs-engineered multifunctional UHPC fabricated with seawater<br/>and sea sand 344 --<br/><br/>11.4 Chloride binding capacity of SSWs-engineered multifunctional UHPC fabricated with<br/>seawater and sea sand 348 --<br/>11.5 Interfacial characteristics of SSWs-engineered multifunctional UPC fabricated with<br/>seawater and sea sand 350 --<br/>11.5.1 Fiber-matrix interface 350 --<br/>11.5.2 Interfacial transition zone between sea sand and cement paste 352 --<br/>11.6 Summary 354 --<br/>References 355 --<br/>12 Future development and challenges of stainless-steel wires-engineered multifunctional ultra-<br/>high-performance concrete 359 --<br/>12.1 Introduction 359 --<br/>12.2 Industrial preparation of SSWs 360 --<br/>12.3 Performance optimization and expansion of SSWs-engineered multifunctional UHPC 361 --<br/>12.4 Mechanisms and models of SSWs-engineered multifunctional UHPC 362 --<br/>12.5 Numerical calculation of SSWs-engineered multifunctional UHPC 363 --<br/>12.6 Application of SSWs-engineered multifunctional UHPC 364 --<br/>12.7 Summary 365 --<br/>References 366 --<br/>Index 369 --
520 ## - SUMMARY, ETC.
Summary, etc. "The application of multifunctional ultra-high performance concrete engineered with stainless steel wires has the potential to advance civil infrastructure safety, durability, multifunctionality, resilience, and sustainability, as well as to prolong the service life and reduce maintenance to lower the lifecycle cost of infrastructures. This is the first reference work on these concretes which combine high performance with multifunctional properties, such as thermal, conductive, self-sensing, and electromagnetic properties, as well as low energy and resource consumption. It is ideal for researchers and specialist concrete technologists"--
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Reinforced concrete
General subdivision Materials.
Topical term or geographic name entry element Steel wire.
Topical term or geographic name entry element Transition metals.
9 (RLIN) 284669
Topical term or geographic name entry element Duplex stainless steel
9 (RLIN) 301073
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Library of Congress Classification
Koha item type Libro Col. General CARIBET
Edition First edition.
Classification part TA683.42
Call number prefix General
Call number suffix D66 2024
Existencias
Withdrawn status Lost status Source of classification or shelving scheme Damaged status Not for loan Home library Current library Shelving location Date acquired Source of acquisition Cost, normal purchase price Total Checkouts Full call number Barcode Date last seen Copy number Cost, replacement price Price effective from Koha item type
    Library of Congress Classification     CARIBET Biblioteca Arquitectura CARIBET Biblioteca Arquitectura Colección General CARIBET 05/04/2024 Amazon 191.70   General TA683.42 D66 2024 91000000072488 10/04/2024 1 201.70 05/04/2024 Libro Col. General CARIBET
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