Corrosion of steel in concrete: prevention, diagnosis, repair
Gespeichert in:
| Format: | Buch |
|---|---|
| Sprache: | English |
| Veröffentlicht: |
Weinheim
Wiley-VCH
2013
|
| Ausgabe: | 2., completely revised and enlarged ed. |
| Schlagworte: | |
| Online-Zugang: | Inhaltstext Inhaltsverzeichnis |
| Beschreibung: | XIX, 414 S. Ill., graph. Darst. |
| ISBN: | 3527331468 9783527331468 9783527651696 |
Internformat
MARC
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| 245 | 1 | 0 | |a Corrosion of steel in concrete |b prevention, diagnosis, repair |
| 250 | |a 2., completely revised and enlarged ed. | ||
| 264 | 1 | |a Weinheim |b Wiley-VCH |c 2013 | |
| 300 | |a XIX, 414 S. |b Ill., graph. Darst. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
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Datensatz im Suchindex
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|---|---|
| adam_text |
CONTENTS
PREFACE TO THE SECOND EDITION XV
PREFACE TO THE FIRST EDITION XVII
'I CEMENTS AND CEMENT PASTE 1
1.1 PORTLAND CEMENT AND HYDRATION REACTIONS 1
1.2 POROSITY AND TRANSPORT PROCESSES 3
1.2.1 WATER/CEMENT RATIO AND CURING 4
1.2.2 POROSITY, PERMEABILITY AND PERCOLATION 7
1.3 BLENDED CEMENTS 8
1.3.1 POZZOLANIC MATERIALS 9
NATURAL POZZOLANA 9
FLY ASH 10
SILICA FUME 10
1.3.2 GROUND GRANULATED BLAST FURNACE SLAG 10
1.3.3 GROUND LIMESTONE 11
1.3.4 OTHER ADDITIONS 11
1.3.5 PROPERTIES OF BLENDED CEMENTS 11
1.4 COMMON CEMENTS 13
1.5 OTHER TYPES OF CEMENT 15
HIGH ALUMINA CEMENT (HAC) 18
CALCIUM SULFOALUMINATE CEMENTS (CSA) 19
REFERENCES 19
2 TRANSPORT PROCESSES IN CONCRETE 21
2.1 COMPOSITION OF PORE SOLUTION AND WATER CONTENT 22
2.1.1 COMPOSITION OF PORE SOLUTION 22
2.1.2 WATER IN CONCRETE 23
CAPILLARY WATER 23
ADSORBED WATER 26
INTERLAYER WATER 26
CHEMICALLY COMBINED WATER 26
2.1.3 WATER CONTENT AND TRANSPORT PROCESSES 26
HTTP://D-NB.INFO/1028051123
VI |
CONTENTS
2.2 DIFFUSION 27
2.2.1 STATIONARY DIFFUSION 28
2.2.2 NONSTATIONARY DIFFUSION 29
2.2.3 DIFFUSION AND BINDING 30
2.3 CAPILLARY SUCTION 32
2.4 PERMEATION 33
2.4.1 WATER PERMEABILITY COEFFICIENT 34
2.4.2 GAS PERMEABILITY COEFFICIENT 35
2.5 MIGRATION 35
2.5.1 ION TRANSPORT IN SOLUTION 35
2.5.2 ION TRANSPORT IN CONCRETE 36
2.5.3 RESISTIVITY OF CONCRETE 37
TEMPERATURE DEPENDENCE 38
CONCRETE RESISTIVITY AND CORROSION RATE 39 '
MEASURING CONCRETE RESISTIVITY 39
2.6 MECHANISMS AND SIGNIFICANT PARAMETERS 40
CORRELATIONS 40
PRESENCE OF MORE THAN ONE TRANSPORT MECHANISM 43
REFERENCES 45
3 DEGRADATION OF CONCRETE 49
3.1 FREEZE-THAW ATTACK 50
3.1.1 MECHANISM 51
3.1.2 FACTORS INFLUENCING FROST RESISTANCE 52
3.1.3 AIR-ENTRAINED CONCRETE 53
3.2 ATTACK BY ACIDS AND PURE WATER 54
3.2.1 ACID ATTACK 54
3.2.2 BIOGENIC SULFURIC ACID ATTACK 56
3.2.3 ATTACK BY PURE WATER 58
3.2.4 AMMONIUM ATTACK 58
3.3 SULFATE ATTACK 59
3.3.1 EXTERNAL SULFATE ATTACK 59
PROTECTION 60
3.3.2 INTERNAL SULFATE ATTACK 60
PREVENTION 61
3.4 ALKALI SILICA REACTION 61
3.4.1 ALKALI CONTENT IN CEMENT AND PORE SOLUTION 62
3.4.2 ALKALI SILICA REACTION (ASR) 63
PRESENCE AND QUANTITY OF REACTIVE AGGREGATE 64
ALKALI CONTENT IN THE PORE LIQUID OF CONCRETE 64
TYPE AND QUANTITY OF CEMENT 64
ENVIRONMENT 65
PREVENTION 65
3.5 ATTACK BY SEAWATER 66
REFERENCES 67
CONTENTS | VII
4 GENERAL ASPECTS 71
4.1 INITIATION AND PROPAGATION OF CORROSION 71
4.1.1 INITIATION PHASE 71
4.1.2 PROPAGATION PHASE 73
4.2 CORROSION RATE 73
4.3 CONSEQUENCES 74
4.4 BEHAVIOR OF OTHER METALS 75
REFERENCES 77
5 CARBONATION-LNDUCED CORROSION 79
5.1 CARBONATION OF CONCRETE 79
5.1.1 PENETRATION OF CARBONATION 80
5.1.2 FACTORS THAT INFLUENCE THE CARBONATION RATE 81
HUMIDITY 81
C0
2
CONCENTRATION 83
TEMPERATURE 84
CONCRETE COMPOSITION 84
5.2 INITIATION TIME 85
5.2.1 PARABOLIC FORMULA 86
5.2.2 OTHER FORMULAS 86
5.3 CORROSION RATE 87
5.3.1 CARBONATED CONCRETE WITHOUT CHLORIDES 87
5.3.2 CARBONATED AND CHLORIDE-CONTAMINATED CONCRETE 90
REFERENCES 91
6
CHLORIDE-INDUCED CORROSION 93
6.1 PITTING CORROSION 94
6.2 CORROSION INITIATION 96
6.2.1 CHLORIDE THRESHOLD 96
CHLORIDE BINDING 98
ATMOSPHERICALLY EXPOSED STRUCTURES 100
SUBMERGED STRUCTURES 100
6.2.2 CHLORIDE PENETRATION 101
6.2.3 SURFACE CONTENT (C
S
) 103
6.2.4 APPARENT DIFFUSION COEFFICIENT 106
6.3 CORROSION RATE 108
EXCEPTIONS 109
REFERENCES 109
7 ELECTROCHEMICAL ASPECTS 113
7.1 ELECTROCHEMICAL MECHANISM OF CORROSION 113
POLARIZATION CURVES 115
7.2 NONCARBONATED CONCRETE WITHOUT CHLORIDES 116
7.2.1 ANODIC POLARIZATION CURVE 116
7.2.2 CATHODIC POLARIZATION CURVE 118
VIIII
CONTENTS
7.2.3 CORROSION CONDITIONS 119
7.3 CARBONATED CONCRETE 120
7.4 CONCRETE CONTAINING CHLORIDES 122
7.4.1 CORROSION INITIATION AND PITTING POTENTIAL 122
7.4.2 PROPAGATION 124
7.4.3 REPASSIVATION 225
7.5 STRUCTURES UNDER CATHODIC OR ANODIC POLARIZATION 126
REFERENCES 127
8 MACROCELLS 129
8.1 STRUCTURES EXPOSED TO THE ATMOSPHERE 129
COATED REINFORCEMENT 130
PROTECTION EFFECT 130
PRESENCE OF DIFFERENT METALS 130
OTHER MACROCELL EFFECTS 131
8.2 BURIED STRUCTURES AND IMMERSED STRUCTURES 131
DIFFERENTIAL AERATION IN BURIED STRUCTURES 131
STRUCTURES IMMERSED IN SEAWATER 132
REBARS NOT ENTIRELY EMBEDDED IN CONCRETE 133
BURIED STRUCTURES CONNECTED WITH GROUND SYSTEMS 133
8.3 ELECTROCHEMICAL ASPECTS 134
8.4 MODELING OF MACROCELLS 137
REFERENCES 138
9 STRAY-CURRENT-INDUCED CORROSION 141
9.1 DC STRAY CURRENT 142
9.1.1 ALKALINE AND CHLORIDE-FREE CONCRETE 142
FIRST PRECONDITION 144
SECOND PRECONDITION 146
9.1.2 PASSIVE STEEL IN CHLORIDE-CONTAMINATED CONCRETE 147
INTERRUPTIONS IN THE STRAY CURRENT 148
9.1.3 CORRODING STEEL 148
9.2 AC STRAY CURRENT 149
9.3 HIGH-STRENGTH STEEL 150
9.4 FIBER-REINFORCED CONCRETE 151
9.5 INSPECTION 151
9.6 PROTECTION FROM STRAY CURRENT 152
REFERENCES 153
10 HYDROGEN-INDUCED STRESS CORROSION CRACKING 155
10.1 STRESS CORROSION CRACKING (SCC) 156
ANODIC STRESS CORROSION CRACKING 156
HYDROGEN-INDUCED STRESS CORROSION CRACKING (HI-SCC) 156
10.2 FAILURE UNDER SERVICE OF HIGH-STRENGTH STEEL 157
10.2.1 CRACK INITIATION 158
CONTENTS | IX
10.2.2 CRACK PROPAGATION 158
CT
S
AND IF,SEE 159
10.2.3 FAST PROPAGATION 159
10.2.4 CRITICAL CONDITIONS 160
10.2.5 FRACTURE SURFACE 162
10.3 METALLURGICAL, MECHANICAL AND LOAD CONDITIONS 162
10.3.1 SUSCEPTIBILITY OF STEEL TO HI-SCC 164
10.4 ENVIRONMENTAL CONDITIONS 165
CRITICAL INTERVALS OF POTENTIAL AND PH 166
10.5 HYDROGEN GENERATED DURING OPERATION 166
NONCARBONATED AND
CHLORIDE-FREE CONCRETE 167
CARBONATED CONCRETE 167
CONCRETE CONTAINING CHLORIDES 167
CATHODICALLY PROTECTED STRUCTURES 168
10.6 HYDROGEN GENERATED BEFORE DUCTS ARE FILLED 169
10.7 PROTECTION OF PRESTRESSING STEEL 169
REFERENCES 170
11 DESIGN FOR DURABILITY 171
11.1 FACTORS AFFECTING DURABILITY 172
11.1.1 CONDITIONS OF AGGRESSIVENESS 172
11.1.2 CONCRETE QUALITY 173
11.1.3 CRACKING 173
11.1.4 THICKNESS OF THE CONCRETE COVER 175
11.1.5 INSPECTION AND MAINTENANCE 176
11.2 APPROACHES TO SERVICE-LIFE MODELING 177
11.2.1 PRESCRIPTIVE APPROACHES 178
11.2.2 PERFORMANCE-BASED APPROACHES 179
LIMIT STATES AND DESIGN EQUATION 181
VARIABILITY 181
11.3 THE APPROACH OF THE EUROPEAN STANDARDS 183
11.4 THE
FIB
MODEL CODE FOR SERVICE-LIFE DESIGN FOR CHLORIDE-INDUCED
CORROSION 189
11.5 OTHER METHODS 194
11.6 ADDITIONAL PROTECTION MEASURES 197
11.7 COSTS 198
REFERENCES 200
12 CONCRETE TECHNOLOGY FOR CORROSION PREVENTION 203
12.1 CONSTITUENTS OF CONCRETE 203
12.1.1 CEMENT 203
12.1.2 AGGREGATES 204
12.1.3 MIXING WATER 205
12.1.4 ADMIXTURES 205
WATER REDUCERS AND SUPERPLASTICIZERS 206
X | CONTENTS
12.2 PROPERTIES OF FRESH AND HARDENED CONCRETE 206
12.2.1 WORKABILITY 207
MEASUREMENT OF WORKABILITY 207
12.2.2 STRENGTH 208
COMPRESSIVE STRENGTH AND STRENGTH CLASS 210
TENSILE STRENGTH 210
12.2.3 DEFORMATION 212
12.2.4 SHRINKAGE AND CRACKING 212
12.3 REQUIREMENTS FOR CONCRETE AND MIX DESIGN 212
12.4 CONCRETE PRODUCTION 215
12.4.1 MIXING, HANDLING, PLACEMENT AND COMPACTION 215
12.4.2 CURING 217
12.5 DESIGN DETAILS 219
12.6 CONCRETE WITH SPECIAL PROPERTIES 219
12.6.1 CONCRETE WITH MINERAL ADDITIONS 221
12.6.2 HIGH-PERFORMANCE CONCRETE (HPQ 223
12.6.3 SELF-COMPACTING CONCRETE (SCCJ 223
REFERENCES 225
13 CORROSION INHIBITORS 227
13.1 MECHANISM OF CORROSION INHIBITORS 228
13.2 MODE OF ACTION OF CORROSION INHIBITORS 228
13.3 CORROSION INHIBITORS TO PREVENT OR DELAY CORROSION INITIATION 229
13.4 CORROSION INHIBITORS TO REDUCE THE PROPAGATION RATE OF CORROSION
234
13.5 TRANSPORT OF THE INHIBITOR INTO MORTAR OR CONCRETE 236
13.6 FIELD TESTS AND EXPERIENCE WITH CORROSION INHIBITORS 238
13.7 CRITICAL EVALUATION OF CORROSION INHIBITORS 238
CONCENTRATION DEPENDENCE 239
MEASUREMENT AND
CONTROL OF INHIBITOR ACTION 240
13.8 EFFECTIVENESS OF CORROSION INHIBITORS 240
REFERENCES 240
14 SURFACE PROTECTION SYSTEMS 243
14.1 GENERAL REMARKS 243
14.2 ORGANIC COATINGS 245
14.2.1 PROPERTIES AND TESTING 248
14.2.2 PERFORMANCE 250
14.3 HYDROPHOBIC TREATMENT 251
14.3.1 PROPERTIES AND TESTING 253
14.3.2 PERFORMANCE 255
14.4 TREATMENTS THAT BLOCK PORES 257
14.5 CEMENTITIOUS COATINGS AND LAYERS 258
14.6 CONCLUDING REMARKS ON EFFECTIVENESS AND DURABILITY OF SURFACE
PROTECTION SYSTEMS 259
REFERENCES 260
CONTENTS | XI
15 CORROSION-RESISTANT REINFORCEMENT 263
15.1 STEEL FOR REINFORCED AND PRESTRESSED CONCRETE 263
15.1.1 REINFORCING BARS 263
15.1.2 PRESTRESSING STEEL 264
15.1.3 CORROSION BEHAVIOR 266
15.2 STAINLESS STEEL REBARS 266
15.2.1 PROPERTIES OF STAINLESS STEEL REBARS 267
CHEMICAL COMPOSITION AND MICROSTRUCTURE 267
MECHANICAL PROPERTIES 268
WELDABILITY 268
OTHER PROPERTIES 268
15.2.2 CORROSION RESISTANCE 269
RESISTANCE TO PITTING CORROSION 269
FIELDS OF APPLICABILITY 271
15.2.3 COUPLING WITH CARBON STEEL 273
15.2.4 APPLICATIONS AND COST 275
15.2.5 HIGH-STRENGTH STAINLESS STEELS 276
15.3 GALVANIZED STEEL REBARS 276
15.3.1 PROPERTIES OF GALVANIZED STEEL BARS 277
15.3.2 CORROSION RESISTANCE 279
15.3.3 GALVANIZED STEEL TENDONS 280
15.4 EPOXY-COATED REBARS 280
15.4.1 PROPERTIES OF THE COATING 280
15.4.2 CORROSION RESISTANCE 281
15.4.3 PRACTICAL ASPECTS 282
15.4.4 EFFECTIVENESS 282
REFERENCES 283
16 INSPECTION AND CONDITION ASSESSMENT 287
16.1 VISUAL INSPECTION AND COVER DEPTH 288
16.2 ELECTROCHEMICAL INSPECTION TECHNIQUES 291
16.2.1 HALF-CELL POTENTIAL MAPPING 291
PRINCIPLE 292
PROCEDURE 292
DATA COLLECTION AND REPRESENTATION 294
INTERPRETATION 295
16.2.2 RESISTIVITY MEASUREMENTS 298
MEASUREMENTS AT THE CONCRETE SURFACE 300
PROCEDURE 301
INTERPRETATION 301
16.2.3 CORROSION RATE 302
DETERMINATION OF THE POLARIZATION RESISTANCE 304
EXECUTION OF THE MEASUREMENTS 305
CORROSION RATE MEASUREMENTS ONSITE 305
INTERPRETATION OF THE RESULTS 306
XII I
CONTENTS
16.3 ANALYSIS OF CONCRETE 307
16.3.1 CARBONATION DEPTH 307
16.3.2 CHLORIDE DETERMINATION 308
CHLORIDE PROFILE BASED ON CORES OR POWDER DRILLING 309
DISSOLUTION OF THE POWDER 309
CHEMICAL ANALYSIS 309
INTERPRETATION 310
REFERENCES 310
17 MONITORING 315
17.1 INTRODUCTION 315
17.2 MONITORING WITH NONELECTROCHEMICAL SENSORS 316
SENSORS BASED ON MACROCELL MEASUREMENTS 317
SENSORS BASED ON INDEPTH RESISTIVITY MEASUREMENTS 318
MACROCELL CORROSION MONITORING 319
RELATIVE HUMIDITY SENSORS 321
17.3 MONITORING WITH ELECTROCHEMICAL SENSORS 322
CORROSION POTENTIAL 322
LINEAR POLARIZATION RESISTANCE (LPR) 323
CHLORIDE CONTENT 323
PH MONITORING 323
OXYGEN-TRANSPORT MONITORING 323
17.4 CRITICAL FACTORS 324
OBJECTIVE OF MONITORING 324
MONITORING DESIGN 325
CHOICE OF SENSORS AND PROBES 325
17.5 ON THE WAY TO "SMART STRUCTURES" 325
17.6 STRUCTURAL HEALTH MONITORING 327
REFERENCES 328
18 PRINCIPLES AND METHODS FOR REPAIR 333
18.1 APPROACH TO REPAIR 334
18.1.1 REPAIR OPTIONS 334
18.1.2 BASIC REPAIR PRINCIPLES 337
18.2 OVERVIEW OF REPAIR METHODS FOR CARBONATED STRUCTURES 339
18.2.1 METHODS BASED ON REPASSIVATION 339
CONVENTIONAL REPAIR 339
REPASSIVATION WITH ALKALINE CONCRETE OR MORTAR 340
ELECTROCHEMICAL REALKALIZATION 341
CATHODIC PROTECTION 341
18.2.2 REDUCTION OF THE MOISTURE CONTENT OF THE CONCRETE 341
18.2.3 COATING OF THE REINFORCEMENT 342
18.3 OVERVIEW OF REPAIR METHODS FOR CHLORIDE-CONTAMINATED
STRUCTURES 342
18.3.1 METHODS BASED ON REPASSIVATION 343
CONTENTS | XIII
REPASSIVATION WITH ALKALINE MORTAR OR CONCRETE 344
ELECTROCHEMICAL CHLORIDE REMOVAL (ECR) 345
18.3.2 CATHODIC PROTECTION 345
18.3.3 OTHER METHODS 345
HYDROPHOBIC TREATMENT 345
COATING OF THE REINFORCEMENT 346
MIGRATING INHIBITORS 346
18.4 DESIGN, REQUIREMENTS, EXECUTION AND CONTROL OF REPAIR WORKS 346
REFERENCES 347
19 CONVENTIONAL REPAIR 349
19.1 ASSESSMENT OF THE CONDITION OF THE STRUCTURE 349
19.2 REMOVAL OF CONCRETE 350
19.2.1 DEFINITION OF CONCRETE TO BE REMOVED 350
CARBONATION-INDUCED CORROSION 352
CHLORIDE-INDUCED CORROSION 352
VARIABILITY 354
19.2.2 TECHNIQUES FOR CONCRETE REMOVAL 355
19.2.3 SURFACE PREPARATION 356
19.3 PREPARATION OF REINFORCEMENT 356
19.4 APPLICATION OF REPAIR MATERIAL 357
19.4.1 REQUIREMENTS 357
ALKALINITY AND RESISTANCE TO CARBONATION AND CHLORIDE
PENETRATION 357
COVER THICKNESS 357
RHEOLOGY AND APPLICATION METHOD 357
BOND TO THE SUBSTRATE AND DIMENSIONAL STABILITY 358
MECHANICAL PROPERTIES 358
19.4.2 REPAIR MATERIALS 358
19.4.3 SPECIFICATIONS AND TESTS 359
19.5 ADDITIONAL PROTECTION 360
CORROSION INHIBITORS 360
SURFACE TREATMENT OF CONCRETE 360
COATING OF REBARS 361
19.6 STRENGTHENING 362
REFERENCES 362
20 ELECTROCHEMICAL TECHNIQUES 365
20.1 DEVELOPMENT OF THE TECHNIQUES 366
20.1.1 CATHODIC PROTECTION 366
20.1.2 CATHODIC PREVENTION 368
20.1.3 ELECTROCHEMICAL CHLORIDE REMOVAL 368
20.1.4 ELECTROCHEMICAL REALKALIZATION 369
20.2 EFFECTS OF THE CIRCULATION OF CURRENT 369
20.2.1 BENEFICIAL EFFECTS 369
XIV
| CONTENTS
REACTIONS ON THE STEEL SURFACE 369
MIGRATION 370
20.2.2 SIDE EFFECTS 370
HYDROGEN EMBRITTLEMENT 371
ALKALI AGGREGATE REACTION 371
LOSS OF BOND STRENGTH 371
ANODIC ACIDIFICATION 371
20.2.3 HOW VARIOUS TECHNIQUES WORK 373
20.3 CATHODIC PROTECTION AND CATHODIC PREVENTION 373
20.3.1 CATHODIC PROTECTION OF STEEL IN CHLORIDE-CONTAMINATED CONCRETE
373
20.3.2 CATHODIC PREVENTION 376
20.3.3 CATHODIC PROTECTION IN CARBONATED CONCRETE 377
20.3.4 THROWING POWER 379
20.3.5 THE ANODE SYSTEM 379
20.3.6 PRACTICAL ASPECTS 380
DESIGN 380
ANODE SYSTEM 381
POWER SYSTEM 381
ELECTRICAL CONNECTIONS 382
ZONES 382
REPAIR MATERIALS 382
THE MONITORING SYSTEM 383
TRIALS 384
EXECUTION 384
OPERATION AND MAINTENANCE 384
20.3.7 SERVICE LIFE 384
20.3.8 NUMERICAL MODELING 386
20.4 ELECTROCHEMICAL CHLORIDE EXTRACTION AND REALKALIZATION 386
20.4.1 ELECTROCHEMICAL CHLORIDE EXTRACTION 387
TREATMENT EFFECTIVENESS 388
DURABILITY AFTER CHLORIDE EXTRACTION 390
TRIALS 392
MONITORING OF THE PROCESS 392
MONITORING AFTER TREATMENT 392
SIDE EFFECTS 393
20.4.2 ELECTROCHEMICAL REALKALIZATION 394
END-POINT DETERMINATION AND TREATMENT EFFECTIVENESS 396
INFLUENCE OF THE CEMENT TYPE 398
DURABILITY 398
SIDE EFFECTS 399
20.4.3 PRACTICAL ASPECTS 399
REFERENCES 400
INDEX 407 |
| any_adam_object | 1 |
| author_GND | (DE-588)128623969 |
| building | Verbundindex |
| bvnumber | BV040993514 |
| classification_rvk | UQ 7500 ZM 7510 |
| ctrlnum | (OCoLC)852501227 (DE-599)DNB1028051123 |
| dewey-full | 620.17 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 620 - Engineering and allied operations |
| dewey-raw | 620.17 |
| dewey-search | 620.17 |
| dewey-sort | 3620.17 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Physik Werkstoffwissenschaften / Fertigungstechnik |
| edition | 2., completely revised and enlarged ed. |
| format | Book |
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| id | DE-604.BV040993514 |
| illustrated | Illustrated |
| indexdate | 2024-08-03T00:39:01Z |
| institution | BVB |
| isbn | 3527331468 9783527331468 9783527651696 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-025971271 |
| oclc_num | 852501227 |
| open_access_boolean | |
| owner | DE-11 DE-29T DE-83 DE-92 DE-Aug4 |
| owner_facet | DE-11 DE-29T DE-83 DE-92 DE-Aug4 |
| physical | XIX, 414 S. Ill., graph. Darst. |
| publishDate | 2013 |
| publishDateSearch | 2013 |
| publishDateSort | 2013 |
| publisher | Wiley-VCH |
| record_format | marc |
| spelling | Corrosion of steel in concrete prevention, diagnosis, repair 2., completely revised and enlarged ed. Weinheim Wiley-VCH 2013 XIX, 414 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Beton (DE-588)4006111-5 gnd rswk-swf Betonstahl (DE-588)4006326-4 gnd rswk-swf Korrosion (DE-588)4032518-0 gnd rswk-swf Stahl (DE-588)4056834-9 gnd rswk-swf Betonstahl (DE-588)4006326-4 s Korrosion (DE-588)4032518-0 s DE-604 Stahl (DE-588)4056834-9 s Beton (DE-588)4006111-5 s 1\p DE-604 Bertolini, Luca Sonstige (DE-588)128623969 oth Erscheint auch als Online-Ausgabe, EPUB 978-3-527-65171-9 Erscheint auch als Online-Ausgabe, MOBI 978-3-527-65170-2 Erscheint auch als Online-Ausgabe, PDF 978-3-527-65172-6 text/html http://deposit.dnb.de/cgi-bin/dokserv?id=4183198&prov=M&dok_var=1&dok_ext=htm Inhaltstext DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=025971271&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis 1\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk |
| spellingShingle | Corrosion of steel in concrete prevention, diagnosis, repair Beton (DE-588)4006111-5 gnd Betonstahl (DE-588)4006326-4 gnd Korrosion (DE-588)4032518-0 gnd Stahl (DE-588)4056834-9 gnd |
| subject_GND | (DE-588)4006111-5 (DE-588)4006326-4 (DE-588)4032518-0 (DE-588)4056834-9 |
| title | Corrosion of steel in concrete prevention, diagnosis, repair |
| title_auth | Corrosion of steel in concrete prevention, diagnosis, repair |
| title_exact_search | Corrosion of steel in concrete prevention, diagnosis, repair |
| title_full | Corrosion of steel in concrete prevention, diagnosis, repair |
| title_fullStr | Corrosion of steel in concrete prevention, diagnosis, repair |
| title_full_unstemmed | Corrosion of steel in concrete prevention, diagnosis, repair |
| title_short | Corrosion of steel in concrete |
| title_sort | corrosion of steel in concrete prevention diagnosis repair |
| title_sub | prevention, diagnosis, repair |
| topic | Beton (DE-588)4006111-5 gnd Betonstahl (DE-588)4006326-4 gnd Korrosion (DE-588)4032518-0 gnd Stahl (DE-588)4056834-9 gnd |
| topic_facet | Beton Betonstahl Korrosion Stahl |
| url | http://deposit.dnb.de/cgi-bin/dokserv?id=4183198&prov=M&dok_var=1&dok_ext=htm http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=025971271&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT bertoliniluca corrosionofsteelinconcretepreventiondiagnosisrepair |