Modelling of concrete performance: hydration, microstructure formation and mass transport
Gespeichert in:
| Hauptverfasser: | , , |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
London [u.a.]
Routledge
1999
|
| Ausgabe: | 1. publ. |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | XVI, 308 S. Ill., graph. Darst. |
| ISBN: | 0419242007 |
Internformat
MARC
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| 245 | 1 | 0 | |a Modelling of concrete performance |b hydration, microstructure formation and mass transport |c Koichi Maekawa, Rajesh Chaube and Toshiharu Kishi |
| 250 | |a 1. publ. | ||
| 264 | 1 | |a London [u.a.] |b Routledge |c 1999 | |
| 300 | |a XVI, 308 S. |b Ill., graph. Darst. | ||
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Datensatz im Suchindex
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|---|---|
| adam_text | MODELLING OF CONCRETE PERFORMANCE HYDRATION, MICROSTRUCTURE FORMATION
AND MASS TRANSPORT KOICHI MAEKAWA, RAJESH CHAUBE AND TOSHIHARU KISHI
LONDON AND NEW YORK CONTENTS PREFACE XI ABSTRACT AT 1 INTRODUCTION 1 1.
1 GENERAL I 1.2 A BRIEF SURVEY OF THE LITERATURE 3 1.2.1 MICROSTRUCTURE
FORMATION AND CEMENT HYDRATION 3 1.2.2 MASS TRANSPORT 5 1.3 SCOPE AND
OBJECTIVES 9 1.4 RESEARCH STRATEGY AND OUTLINE OF THIS BOOK 13
REFERENCES 15 2 ASSESSMENT OF ACHIEVED CONCRETE PERFORMANCE AND
DURABILITY DESIGN 17 2.1 INTRODUCTION 17 2.2 CURRENT PRACTICES IN
DURABILITY EVALUATION 18 2.2.1 PERFORMANCE REQUIREMENTS 19 2.2.2
PRESCRIPTIVE REQUIREMENTS 20 2.3 PROPOSAL FOR CONCRETE PERFORMANCE
EVALUATION 23 2.3.1 ASSUMPTIONS 25 2.3.2 SCHEMATICS OF QUANTITATIVE
EVALUATION 25 2.3.3 IMPLICATIONS OF THE PROPOSAL 26 2.4 A CASE STUDY OF
DURABILITY EVALUATION 28 2.5 SUMMARY 29 REFERENCES 30 3 MICROSTRUCTURE
FORMATION AND HYDRATION PHENOMENA 31 3.1 INTRODUCTION 31 3.2
MICROSTRUCTURAL DEVELOPMENT THEORY 33 3.2.1 STEREOLOGICAL DESCRIPTION OF
THE INITIAL STATE OF MIX 33 3.2.2 MACROSCOPIC VOLUMETRIC BALANCE OF
HYDRATION PRODUCTS 36 VI CONTENTS 3.2.3 EXPANDING CLUSTER MODEL BASED ON
DEGREE OF HYDRATION 38 3.2.4 SURFACE AREA OF CAPILLARY AND GEL
COMPONENTS 40 3.2.5 COMPUTATIONAL MODEL OF THE TOTAL PASTE
MICROSTRUCTURE 44 3.3 MULTICOMPONENT HEAT HYDRATION MODEL 49 3.3.1
MULTICOMPONENT CONCEPT FOR HEAT OF HYDRATION OF CEMENT 49 3.3.2
INTERACTION AMONG CEMENT CLINKERS AND POZZOLANS 50 3.3.3 THE EFFECT OF
REDUCED FREE WATER AND ITS RELATIONSHIP TO MOISTURE TRANSPORT 53 3.3.4
STRENGTH DEVELOPMENT IN HIGH-PERFORMANCE CONCRETE 55 3.4 SUMMARY 57
REFERENCES 57 4 MOISTURE TRANSPORT IN CEMENTITIOUS MATERIALS 59 4.1
INTRODUCTION 59 4.2 COUPLED LIQUID AND VAPOUR TRANSPORT FORMULATION 60
4.2.1 MASS AND MOMENTUM CONSERVATION 61 4.2.2 REDUCTION TO CLASSICAL
FORMULATION 65 4.3 ISOTHERMS OF MOISTURE RETENTION 70 4.3.1
THERMODYNAMIC EQUILIBRIUM OF PHASES 71 4.3.2 IDEAL ADSORPTION MODELS AND
ABSORPTION ISOTHERMS 74 4.3.3 COMPUTATIONAL MODEL OF HYSTERESIS
BEHAVIOUR OF ISOTHERMS 78 4.3.4 INTERLAYER MOISTURE AND ITS CONTRIBUTION
85 4.3.5 THE TOTAL MOISTURE ISOTHERM OF THE HARDENED MATRIX 88 4.4
PERMEABILITY OF CONCRETE 88 4.4.1 INTRINSIC PERMEABILITY MODEL OF A
POROUS MEDIUM 90 4.4.2 INCONSISTENCY IN INTRINSIC PERMEABILITY
OBSERVATIONS 92 4.4.3 MODIFIED WATER CONDUCTIVITY OF CONCRETE 94 4.4.4
PRELIMINARY VERIFICATION OF INTRINSIC PERMEABILITY MODELS 98 4.5
TRANSPORT COEFFICIENTS FOR UNSATURATED FLOWS 98 4.5.1 LIQUID
CONDUCTIVITY IN UNSATURATED FLOWS 98 4.5.2 VAPOUR DIFFUSIVITY IN
UNSATURATED FLOWS 99 4.5.3 COMPUTATIONAL MODEL OF MOISTURE CONDUCTIVITY
100 4.6 VARYING MICROSTRUCTURE IN THE MOISTURE TRANSPORT FORMULATION 102
4.7 SUMMARY AND CONCLUSIONS 104 REFERENCES 105 CONTENTS VII CONCRETE: A
MULTICOMPONENT COMPOSITE POROUS MEDIUM 107 5.1 INTRODUCTION 107 5.2
MULTICOMPONENTS OF CONCRETE 108 5.2.1 HARDENED CEMENT-PASTE MATRIX 108
5.2.2 AGGREGATE MATRIX INTERFACIAL ZONES AND BLEEDING PATHS 109 5.2.3
AGGREGATES 109 5.3 EQUILIBRIUM MOISTURE DISTRIBUTION ASSUMPTION 110 5.4
PERCOLATION OF AGGREGATE MATRIX INTERFACES 113 5.4.1 HARD CORE SOFT
SHELL COMPUTER MODEL 114 5.4.2 MODEL RESULTS AND DISCUSSION 116 5.4.3
PARTICLE SIZE DEPENDENT INTERFACE MODEL 120 5.5 MOISTURE TRANSPORT
FORMULATION IN A COMPOSITE 123 5.5.1 MASS AND MOMENTUM CONSERVATION 123
5.5.2 REDUCTION TO SIMPLIFIED CLASSICAL FORM 126 5.6 LOCAL MOISTURE
TRANSPORT BEHAVIOUR 129 5.6.1 AGGREGATE AND FINE POROSITY MATRIX 131
5.6.2 FINE POROSITY MATRIX AND INTERFACES/CHANNELS 131 5.6.3
INTERFACES/CHANNELS AND AGGREGATES 132 5.7 SIMULATIONS OF MOISTURE
TRANSPORT 132 5.7.1 SENSITIVITY OF LOCAL MOISTURE TRANSFER COEFFICIENTS
134 5.7.2 INFLUENCE OF AGGREGATE VOLUME FRACTIONS AND POROSITY 138 5.8
DRYING SHRINKAGE ANALYSIS OF LIGHTWEIGHT AGGREGATE CONCRETE 142 5.8.1
TWO-DIMENSIONAL ANALYSIS OF DRYING 142 5.8.2 DRYING SHRINKAGE STRAINS
143 5.8.3 MASS TRANSPORT EQUATIONS AND NUMERICAL SCHEME 143 5.8.4
NUMERICAL SIMULATIONS AND VERIFICATION 144 5.9 SUMMARY AND CONCLUSIONS
147 REFERENCES 148 A SIMULATION MODEL OF EARLY AGE DEVELOPMENT IN
CONCRETE: DUCOM 150 6.1 INTRODUCTION 150 6.2 COUPLED COMPUTATIONAL
FORMULATIONS 150 6.3 MODEL FEATURES AND ACCURACY CONSIDERATIONS 155
6.3.1 EFFECT OF CHEMICAL COMPOSITION OF CEMENT 155 6.3.2 EFFECT OF
CEMENT FINENESS AND PARTICLE SIZE DISTRIBUTION 156 6.3.3 EFFECT OF
WATER-TO-CEMENT RATIO 158 6.3.4 EFFECT OF CASTING TEMPERATURE 159 6.3.5
EFFECT OF CURING CONDITIONS, AMBIENT RH AND TEMPERATURE 160 VIII
CONTENTS 6.4 VERIFICATIONS AND PRACTICAL EVALUATIONS 162 6.4.1 CYCLIC
DRYING-WETTING OF MORTARS 163 6.4.2 WATER SORPTION IN ONE-DIMENSIONAL
MORTARS 165 6.4.3 PREDICTIONS OF PORE STRUCTURE UNDER SEVERE DRYING 166
6.4.4 PREDICTION OF WEIGHT LOSS WITH TIME IN VACUUM DRYING 166 6.4.5
PREDICTION FOR THE EFFECT OF VARIOUS CURING CONDITIONS ON STRENGTH
DEVELOPMENT AND WEIGHT LOSS 169 6.4.6 CURING PERIOD AND QUALITY OF COVER
CONCRETE 170 6.4.7 INFLUENCE OF FLY ASH CONTENT ON STRUCTURE AND
STRENGTH DEVELOPMENT OF CONCRETE 173 6.6 SUMMARY AND CONCLUSIONS 176
REFERENCES 177 7 MULTICOMPONENT MODEL FOR THE HEAT OF HYDRATION OF
PORTLAND CEMENT 178 7.1 INTRODUCTION 178 7.1.1 THERMAL CRACKING OF
MASSIVE CONCRETE STRUCTURES 178 7.1.2 EXOTHERMIC HYDRATION PROCESS OF
CEMENT 180 7.1.3 ADIABATIC TEMPERATURE RISE AND CONVENTIONAL THERMAL
ANALYSIS 182 7.1.4 QUANTIFICATION OF THE EXOTHERMIC HYDRATION PROCESS OF
CEMENT IN CONCRETE (SUZUKI MODEL) 184 7.1.5 SCHEME OF THE MULTICOMPONENT
HEAT OF HYDRATION MODEL 188 7.2 MODELLING OF THE EXOTHERMIC HYDRATION
PROCESS 190 7.2.1 BASIC CONCEPT OF THE MULTICOMPONENT HEAT OF HYDRATION
MODEL 190 7.2.2 REFERENCE HEAT GENERATION RATE OF COMPONENTS 194 7.2.3
TEMPERATURE DEPENDENCE OF MINERAL REACTIONS 198 7.2.4 ETTRINGITE
FORMATION MODEL BY REACTION OF ALUMINATE AND FERRITE PHASE WITH GYPSUM
201 7.2.5 EVALUATION OF INTERDEPENDENCE AMONG COMPONENT REACTIONS 205
7.2.6 CONSTITUTION OF THE MULTIPLE HEAT OF HYDRATION MODEL 217 7.3
REVIEW OF ADIABATIC TEMPERATURE RISE HISTORY 219 7.3.1 SEVERAL TYPES OF
PORTLAND CEMENT 219 7.3.2 INVERSE ANALYSIS OF THERMAL ACTIVITY BY USING
THE CALCULATED RESULTS OF THE HEAT OF HYDRATION MODEL 221 7.3.3 BINARY
BLENDED CEMENT WITH BLAST FURNACE SLAG OR FLY ASH 224 7.4 VERIFICATION
BY QUASI-ADIABATIC TEMPERATURE TESTS 228 7.4.1 EXPERIMENTAL OUTLINE 228
CONTENTS I 7.4.2 TEMPERATURE ANALYSIS BY THE HEAT OF HYDRATION MODEL
228 7.5 VERIFICATION BY THERMOGRAVIMETRIC ANALYSIS OF COMBINED WATER 234
7.5.1 EXPERIMENTAL OUTLINE 234 7.5.2 ANALYSIS BY COUPLED SIMULATION
MODEL 235 7.6 THERMAL CRACK CONTROL DESIGN OF MASS CONCRETE 239 7.6.1
SCHEME OF THERMAL CRACK CONTROL DESIGN 239 7.6.2 MODELLING OF STRENGTH
DEVELOPMENT 240 7.6.3 THERMAL CRACK RISK AND CONTROL 243 7.7 SUMMARY AND
CONCLUSIONS 246 REFERENCES 246 8 CONCLUSIONS AND FUTURE DEVELOPMENT 249
APPENDIX A COMPUTATION OF AUTOGENOUS AND DRYING SHRINKAGE STRAINS IN
MORTARS 255 A.I ANALYTICAL FORMULATION 256 A. 1.1 STRESS DUE TO
CAPILLARY TENSION 256 A. 1.2 UNRESTRAINED DRYING SHRINKAGE STRAIN 257 A.
1.3 APPLICABILITY OF THE MODEL 258 A.2 OUTLINE OF DRYING SHRINKAGE
EXPERIMENTS 259 A.2.1 EXPERIMENTAL OUTLINE 259 A.3 EXPERIMENTAL RESULTS
AND DISCUSSION 260 A.4 COMPUTATIONAL SIMULATION 265 APPENDIX B DUCOM ON
THE INTERNET AND ITS BASIC SPECIFICATIONS 272 B.I MATERIAL MODELLING IN
DUCOM 272 B.2 DUCOM ON THE INTERNET 273 B.2.1 CONTENT 273 B.2.2 KEY
SPECIFICATIONS 274 APPENDIX C MULTICOMPONENT HEAT GENERATION SUBROUTINE
FOR CEMENT IN CONCRETE 280 C.I SPECIFICATION OF INPUT AND OUTPUT DATA
280 C.2 HEAT OF HYDRATION COMPUTATION OF MINERAL COMPOUNDS 284 C.3
INTERACTION OF HYDRATION PROCESS AMONG CONSTITUENT MINERALS 2S7 C.4 OPC
COMPOUND HYDRATION ROUTINE 288 C.5 POZZOLAN HYDRATION ROUTINE (SLAG AND
L~ X ASH) 294 C.6 TOTAL HEAT OF HYDRATION OF OPC AND MIXED CEMENT 298
C.7 ADIABATIC TEMPERATURE RISE 299 APPENDIX D BET ADSORPTION MODEL 300
INDEX 3(13
|
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| illustrated | Illustrated |
| indexdate | 2024-07-09T18:47:44Z |
| institution | BVB |
| isbn | 0419242007 |
| language | English |
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| spelling | Maekawa, Koichi Verfasser aut Modelling of concrete performance hydration, microstructure formation and mass transport Koichi Maekawa, Rajesh Chaube and Toshiharu Kishi 1. publ. London [u.a.] Routledge 1999 XVI, 308 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Concrete - Cracking blmsh Concrete - Curing - Mathematical models blmsh Concrete - Evaluation blmsh Mathematisches Modell Concrete Cracking Concrete Curing Mathematical models Concrete Evaluation Beton (DE-588)4006111-5 gnd rswk-swf Beton (DE-588)4006111-5 s DE-604 Chaube, Rajesh 1955- Verfasser (DE-588)123022606 aut Kishi, Toshiharu Verfasser aut GBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=009250191&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Maekawa, Koichi Chaube, Rajesh 1955- Kishi, Toshiharu Modelling of concrete performance hydration, microstructure formation and mass transport Concrete - Cracking blmsh Concrete - Curing - Mathematical models blmsh Concrete - Evaluation blmsh Mathematisches Modell Concrete Cracking Concrete Curing Mathematical models Concrete Evaluation Beton (DE-588)4006111-5 gnd |
| subject_GND | (DE-588)4006111-5 |
| title | Modelling of concrete performance hydration, microstructure formation and mass transport |
| title_auth | Modelling of concrete performance hydration, microstructure formation and mass transport |
| title_exact_search | Modelling of concrete performance hydration, microstructure formation and mass transport |
| title_full | Modelling of concrete performance hydration, microstructure formation and mass transport Koichi Maekawa, Rajesh Chaube and Toshiharu Kishi |
| title_fullStr | Modelling of concrete performance hydration, microstructure formation and mass transport Koichi Maekawa, Rajesh Chaube and Toshiharu Kishi |
| title_full_unstemmed | Modelling of concrete performance hydration, microstructure formation and mass transport Koichi Maekawa, Rajesh Chaube and Toshiharu Kishi |
| title_short | Modelling of concrete performance |
| title_sort | modelling of concrete performance hydration microstructure formation and mass transport |
| title_sub | hydration, microstructure formation and mass transport |
| topic | Concrete - Cracking blmsh Concrete - Curing - Mathematical models blmsh Concrete - Evaluation blmsh Mathematisches Modell Concrete Cracking Concrete Curing Mathematical models Concrete Evaluation Beton (DE-588)4006111-5 gnd |
| topic_facet | Concrete - Cracking Concrete - Curing - Mathematical models Concrete - Evaluation Mathematisches Modell Concrete Cracking Concrete Curing Mathematical models Concrete Evaluation Beton |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=009250191&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
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