Concrete fracture models and applications:
Gespeichert in:
| Hauptverfasser: | , |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
Berlin [u.a.]
Springer
2011
|
| Schlagworte: | |
| Online-Zugang: | Inhaltstext Inhaltsverzeichnis |
| Beschreibung: | XXII, 262 S. graph. Darst. |
| ISBN: | 9783642167638 3642167632 |
Internformat
MARC
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| 245 | 1 | 0 | |a Concrete fracture models and applications |c Shailendra Kumar ; Sudhirkumar V. Barai |
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| 300 | |a XXII, 262 S. |b graph. Darst. | ||
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Datensatz im Suchindex
| _version_ | 1805095872448430080 |
|---|---|
| adam_text |
IMAGE 1
CONTENTS
1 INTRODUCTION TO FRACTURE MECHANICS OF CONCRETE 1
1.1 GENERAL 1
1.2 ORGANIZATION OF THE BOOK 5
1.3 CLOSING REMARKS 6
REFERENCES 7
2 FRACTURE MECHANICS OF CONCRETE - STATE-OF-THE-ART REVIEW 9 2.1
INTRODUCTION 9
2.2 LINEAR ELASTIC FRACTURE MECHANICS 9
2.2.1 SIGNIFICANCE OF STRESS INTENSITY FACTOR 11
2.2.2 CONCEPT OF R CURVE 11
2.3 ELASTIC-PLASTIC FRACTURE MECHANICS 13
2.3.1 THE CTOD CRITERION 13
2.3.2 THE J-INTEGRAL APPROACH 13
2.4 EARLY RESEARCH USING LEFM TO CONCRETE 14
2.5 TENSILE BEHAVIOR OF CONCRETE 17
2.5.1 STRAIN LOCALIZATION EFFECT 17
2.5.2 FRACTURE PROCESS ZONE 19
2.5.3 NONLINEAR BEHAVIOR OF CONCRETE 20
2.6 SPECIMEN GEOMETRY FOR FRACTURE TEST OF CONCRETE 21
2.6.1 DIMENSIONS OF TEST SPECIMENS 22
2.7 NONLINEAR FRACTURE MECHANICS FOR CONCRETE 24
2.7.1 COHESIVE CRACK MODEL (CCM) OR FICTITIOUS CRACK MODEL (FCM) 25
2.7.2 CRACK BAND MODEL (CBM) 32
2.7.3 TWO-PARAMETER FRACTURE MODEL (TPFM) 35
2.7.4 SIZE-EFFECT MODEL (SEM) 36
2.7.5 EFFECTIVE CRACK MODEL (ECM) 40
2.7.6 DOUBLE-K FRACTURE MODEL (DKFM) 42
2.7.7 THE KR CURVE ASSOCIATED WITH COHESIVE STRESS DISTRIBUTION IN THE
FPZ 45
2.7.8 DOUBLE-G FRACTURE MODEL (DGFM) 46
2.8 COMPARATIVE STUDY AND SIZE-EFFECT BEHAVIOR 47
BIBLIOGRAFISCHE INFORMATIONEN HTTP://D-NB.INFO/1007313854
DIGITALISIERT DURCH
IMAGE 2
CONTENTS
2.9 WEIGHT FUNCTION APPROACH 49
2.9.1 SOME EXISTING WEIGHT FUNCTIONS 50
2.9.2 UNIVERSAL WEIGHT FUNCTION FOR EDGE CRACKS IN FINITE WIDTH PLATE 51
2.9.3 COMPUTATION OF STRESS INTENSITY FACTOR AND CRACK FACE DISPLACEMENT
51
2.10 SCOPE OF THE BOOK 52
2.11 CLOSING REMARKS 54
REFERENCES 54
FRACTURE BEHAVIOR OF CONCRETE USING COHESIVE CRACK AND SIZE-EFFECT
MODELS 65
3.1 INTRODUCTION 65
3.2 COHESIVE CRACK MODEL FOR THREE-POINT BENDING TEST 65
3.2.1 FORMULATION BASED ON ENERGY PRINCIPLE 65
3.2.2 BASIC ASSUMPTIONS 67
3.2.3 FINITE ELEMENT DISCRETIZATION 68
3.2.4 BEAM DEFLECTION 71
3.2.5 MODEL IMPLEMENTATION 73
3.3 SOFTENING FUNCTION OF CONCRETE 73
3.3.1 LINEAR SOFTENING FUNCTION 74
3.3.2 BILINEAR SOFTENING 74
3.3.3 EXPONENTIAL SOFTENING 76
3.3.4 NONLINEAR SOFTENING 76
3.3.5 QUASI-EXPONENTIAL SOFTENING 77
3.4 NUMERICAL STUDY USING TPBT SPECIMEN 77
3.4.1 EXPERIMENTAL RESULTS AND NUMERICAL COMPUTATION . . . 77 3.4.2
COMPARISON WITH NUMERICAL RESULTS USING LINEAR SOFTENING 79 3.4.3
INFLUENCE OF SOFTENING FUNCTION ON THE GLOBAL P-CMOD RESPONSE 80
3.4.4 INFLUENCE OF KINK POINT IN THE BILINEAR SOFTENING ON THE GLOBAL
P-CMOD RESPONSE 80
3.4.5 EFFECT OF FINITE ELEMENT MESH SIZE ON BEARING CAPACITY OF THE BEAM
83
3.4.6 EFFECT OF SIZE SCALE ON THE TYPE OF FAILURE 85
3.4.7 SIZE-SCALE DEVIATION FROM LEFM CONCEPT 87
3.4.8 INFLUENCE OF SOFTENING FUNCTION ON SIZE-EFFECT CURVE . . 89 3.5
NUMERICAL STUDY USING COMPACT TENSION (CT) SPECIMEN . . . 90 3.5.1
GLOBAL P-COD RESPONSE USING LINEAR SOFTENING FUNCTION 91 3.5.2 INFLUENCE
OF SOFTENING FUNCTIONS ON THE GLOBAL
P-COD RESPONSE 94
3.5.3 INFLUENCE OF SOFTENING FUNCTIONS ON THE SIZE-SCALE TRANSITION
TOWARD LEFM 95
3.5.4 INFLUENCE OF SOFTENING FUNCTIONS ON THE SIZE-EFFECT CURVE 97
IMAGE 3
CONTENTS
3.5.5 EVOLUTION OF FRACTURE ZONE 97
3.5.6 INFLUENCE OF SOFTENING FUNCTIONS ON THE DEVELOPMENT OF FRACTURE
PROCESS ZONE 100
3.5.7 INFLUENCE OF SOFTENING FUNCTIONS ON THE LOAD-CARRYING CAPACITY
CORRESPONDING TO THE FULLY DEVELOPED FPZ 101
3.5.8 INFLUENCE OF SOFTENING FUNCTIONS ON THE FICTITIOUS CRACK LENGTH
CORRESPONDING TO PEAK LOAD 102
3.5.9 INFLUENCE OF SOFTENING FUNCTIONS ON THE CTOD C 103
3.5.10 INFLUENCE OF SOFTENING FUNCTIONS ON THE LOCAL STRESS DISTRIBUTION
AT NOTCH TIP CORRESPONDING TO PEAK LOAD 103
3.5.11 COMPARISON WITH EXPERIMENTAL RESULT 105
3.6 SIZE-EFFECT STUDY FROM SIZE-EFFECT MODEL 106
3.6.1 SIZE-EFFECT LAW FOR SIZE-EFFECT MODEL 107
3.6.2 SIZE EFFECTS AND FRACTURE LOAD FROM CCM AND SEM . . 107 3.7
CLOSING REMARKS 110
REFERENCES I LL
CRACK PROPAGATION STUDY USING DOUBLE-K AND DOUBLE-G FRACTURE PARAMETERS
4.1 INTRODUCTION 4.2 WEIGHT FUNCTION METHOD 4.3 DETERMINATION OF
UNIVERSAL WEIGHT FUNCTION FOR EDGE
CRACKS IN FINITE WIDTH PLATE 4.3.1 FOUR-TERM UNIVERSAL WEIGHT FUNCTION
13 13 13
15 17
4.3.2 FIVE-TERM UNIVERSAL WEIGHT FUNCTION 120
4.4 LINEAR ASYMPTOTIC SUPERPOSITION ASSUMPTION 122
4.5 DETERMINATION OF DOUBLE-ZT FRACTURE PARAMETERS 125
4.5.1 EFFECTIVE CRACK EXTENSION FOR THE ANALYTICAL METHOD AND WEIGHT
FUNCTION APPROACH 125
4.5.2 EFFECTIVE CRACK EXTENSION FOR SIMPLIFIED METHOD 127 4.5.3
CALCULATION OF DOUBLE-K FRACTURE PARAMETERS 128
4.5.4 DETERMINATION OF SIF DUE TO COHESIVE STRESS ( K C / ) I N F PZ 130
4.6 DETERMINATION OF DOUBLE-G FRACTURE PARAMETERS 135
4.6.1 UNSTABLE FRACTURE ENERGY RELEASE 135
4.6.2 DETERMINATION OF CRITICAL COHESIVE BREAKING ENERGY . . 136 4.6.3
DETERMINATION OF INITIAL FRACTURE ENERGY RELEASE 139 4.6.4 DETERMINATION
OF EFFECTIVE DOUBLE-K FRACTURE PARAMETERS 139 4.7 APPLICATION OF WEIGHT
FUNCTION APPROACH FOR DOUBLE-A" FRACTURE PARAMETERS 139
4.7.1 COMPARISON WITH TPBT GEOMETRY 139
4.7.2 COMPARISON WITH CT AND WST GEOMETRIES 145
4.8 SIZE-EFFECT PREDICTION FROM THE DOUBLE-A' FRACTURE MODEL FOR TPBT
154
IMAGE 4
CONTENTS
4.8.1 SIZE-EFFECT LAW FOR UNSTABLE FRACTURE TOUGHNESS K""IC . 155 4.8.2
SIZE-EFFECT LAW FOR INITIATION FRACTURE TOUGHNESS A*'/ C . 157 4.8.3
PREDICTION OF SIZE EFFECTS FROM FCM AND DKFM 158 4.9 NUMERICAL STUDY ON
DOUBLE-AT FRACTURE PARAMETERS 164
4.9.1 MATERIAL PROPERTIES 164
4.9.2 COMPARISON BETWEEN METHODS OF DETERMINATION FOR DKFM 166
4.9.3 INFLUENCE OF SPECIMEN GEOMETRY 170
4.9.4 INFLUENCE OF LOADING CONDITION 173
4.9.5 INFLUENCE OF SOFTENING FUNCTION 176
4.10 EQUIVALENCE BETWEEN DOUBLE-/^ AND DOUBLE-G FRACTURE PARAMETERS 177
4.10.1 MATERIAL PROPERTIES 177
4.10.2 EFFECT OF SPECIMEN GEOMETRY ON DOUBLE-^ FRACTURE PARAMETERS 179
4.10.3 EFFECT OF SPECIMEN GEOMETRY ON DOUBLE-G FRACTURE PARAMETERS 181
4.10.4 EQUIVALENCE BETWEEN DOUBLE-^AND DOUBLE-G FRACTURE PARAMETERS 183
4.10.5 INFLUENCE OF SOFTENING FUNCTION ON THE DOUBLE-/^ AND DOUBLE-G
FRACTURE PARAMETERS 185
4.11 CLOSING REMARKS 188
REFERENCES 190
FRACTURE PROPERTIES OF CONCRETE BASED ON THE AR CURVE ASSOCIATED WITH
COHESIVE STRESS DISTRIBUTION 193
5.1 INTRODUCTION 193
5.2 THE/C R -CURVE METHOD 193
5.3 ANALYTICAL METHOD FOR EVALUATION OF THE KR CURVE 196
5.3.1 CASE 1: WHEN A = A , 197
5.3.2 CASE 2: WHEN AO A , AC 197
5.3.3 CASE 3: WHEN AC A A WC 198
5.3.4 CASE 4: WHEN A A WC 198
5.4 WEIGHT FUNCTION APPROACH FOR EVALUATION OF THE KR CURVE . . . 199
5.4.1 DERIVATION OF CLOSED-FORM EXPRESSION FOR COHESIVE TOUGHNESS 199
5.4.2 CASE 1: WHENA = AO 201
5.4.3 CASE 2: WHEN AO A AC 202
5.4.4 CASE 3: WHEN AC A A WC 202
5.4.5 CASE 4: WHEN A A WC 202
5.5 COMPUTATION AND VALIDATION OF THE KR CURVE 203
5.5.1 DETAILS OF EXPERIMENTAL RESULTS 203
5.5.2 CRACK EXTENSION RESISTANCE CURVES (KR CURVES) AND STABILITY
CRITERION 205
5.5.3 EFFECT OF SPECIMEN SIZE ON THE K R CURVES 209
5.5.4 THE P-CTOD CURVES 210
IMAGE 5
CONTENTS XVII
5.5.5 THE RELATIONSHIP BETWEEN CTOD AND AA 210
5.5.6 ANALYSIS AND DISCUSSION 211
5.6 NUMERICAL STUDY ON THE KR CURVE 213
5.6.1 MATERIAL PROPERTIES AND NUMERICAL COMPUTATIONS 213 5.6.2 CRACK
EXTENSION RESISTANCE CURVES (KR CURVES) AND STABILITY CRITERION 217
5.6.3 EFFECT OF SPECIMEN GEOMETRY AND SIZE EFFECT ON THE KR CURVES 226
5.6.4 EFFECT OF SPECIMEN GEOMETRY AND SIZE EFFECT ON THE CTOD CURVES 227
5.6.5 EFFECT OF SPECIMEN GEOMETRY AND SIZE EFFECT ON THE PROCESS ZONE
LENGTH 227
5.6.6 EFFECT OF LOADING CONDITION AND SIZE EFFECT ON THE KR CURVES 229
5.6.7 EFFECT OF LOADING CONDITION AND SIZE EFFECT ON THE CTOD CURVES 229
5.6.8 EFFECT OF LOADING CONDITION AND SIZE EFFECT ON THE PROCESS ZONE
LENGTH 232
5.7 CLOSING REMARKS 232
REFERENCES 233
6 COMPARISON OF FRACTURE PARAMETERS OF CONCRETE USING NONLINEAR FRACTURE
MODELS 235
6.1 INTRODUCTION 235
6.2 MATERIAL PROPERTIES AND DETERMINATION OF FRACTURE PARAMETERS . . 235
6.3 SIZE-EFFECT ANALYSIS USING VARIOUS FRACTURE MODELS 239 6.3.1 SIZE
EFFECT OF CRITICAL STRESS INTENSITY FACTORS 239 6.3.2 EFFECT OF SPECIMEN
SIZE ON CTOD CS AND CTOD C 242
6.3.3 EFFECT OF SPECIMEN SIZE ON AE OF ECM AND AC OF DKFMORDGFM 244
6.3.4 RELATION BETWEEN CFOFSEM AND ACSOO OF TPFM 245 6.4 CLOSING REMARKS
246
REFERENCES 247
APPENDIX 249
INDEX 255 |
| any_adam_object | 1 |
| author | Kumar, Shailendra 1958- Barai, Sudhirkumar V. |
| author_GND | (DE-588)118059874 |
| author_facet | Kumar, Shailendra 1958- Barai, Sudhirkumar V. |
| author_role | aut aut |
| author_sort | Kumar, Shailendra 1958- |
| author_variant | s k sk s v b sv svb |
| building | Verbundindex |
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| dewey-full | 620.1366 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 620 - Engineering and allied operations |
| dewey-raw | 620.1366 |
| dewey-search | 620.1366 |
| dewey-sort | 3620.1366 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Maschinenbau / Maschinenwesen Bauingenieurwesen |
| format | Book |
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| illustrated | Illustrated |
| indexdate | 2024-07-20T11:06:11Z |
| institution | BVB |
| isbn | 9783642167638 3642167632 |
| language | English |
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| owner_facet | DE-634 DE-83 |
| physical | XXII, 262 S. graph. Darst. |
| publishDate | 2011 |
| publishDateSearch | 2011 |
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| publisher | Springer |
| record_format | marc |
| spelling | Kumar, Shailendra 1958- Verfasser (DE-588)118059874 aut Concrete fracture models and applications Shailendra Kumar ; Sudhirkumar V. Barai Berlin [u.a.] Springer 2011 XXII, 262 S. graph. Darst. txt rdacontent n rdamedia nc rdacarrier Beton (DE-588)4006111-5 gnd rswk-swf Bruchverhalten (DE-588)4121051-7 gnd rswk-swf Bruchmechanik (DE-588)4112837-0 gnd rswk-swf Beton (DE-588)4006111-5 s Bruchmechanik (DE-588)4112837-0 s Bruchverhalten (DE-588)4121051-7 s DE-604 Barai, Sudhirkumar V. Verfasser aut Erscheint auch als Online-Ausgabe Concrete Fracture Models and Applications X:MVB text/html http://deposit.dnb.de/cgi-bin/dokserv?id=3544044&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=022519241&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Kumar, Shailendra 1958- Barai, Sudhirkumar V. Concrete fracture models and applications Beton (DE-588)4006111-5 gnd Bruchverhalten (DE-588)4121051-7 gnd Bruchmechanik (DE-588)4112837-0 gnd |
| subject_GND | (DE-588)4006111-5 (DE-588)4121051-7 (DE-588)4112837-0 |
| title | Concrete fracture models and applications |
| title_auth | Concrete fracture models and applications |
| title_exact_search | Concrete fracture models and applications |
| title_full | Concrete fracture models and applications Shailendra Kumar ; Sudhirkumar V. Barai |
| title_fullStr | Concrete fracture models and applications Shailendra Kumar ; Sudhirkumar V. Barai |
| title_full_unstemmed | Concrete fracture models and applications Shailendra Kumar ; Sudhirkumar V. Barai |
| title_short | Concrete fracture models and applications |
| title_sort | concrete fracture models and applications |
| topic | Beton (DE-588)4006111-5 gnd Bruchverhalten (DE-588)4121051-7 gnd Bruchmechanik (DE-588)4112837-0 gnd |
| topic_facet | Beton Bruchverhalten Bruchmechanik |
| url | http://deposit.dnb.de/cgi-bin/dokserv?id=3544044&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=022519241&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT kumarshailendra concretefracturemodelsandapplications AT baraisudhirkumarv concretefracturemodelsandapplications |