Bond behaviour of a multi-filament yarn embedded in a cementitious matrix:
Saved in:
| Main Author: | |
|---|---|
| Format: | Thesis Book |
| Language: | English |
| Published: |
Aachen
Mainz
2004
|
| Edition: | 1. Aufl. |
| Series: | Aachener Beiträge zur Bauforschung
12 |
| Subjects: | |
| Online Access: | Inhaltsverzeichnis |
| Physical Description: | VI, 143 S. Ill., graph. Darst. 21 cm |
| ISBN: | 3861306301 |
Staff View
MARC
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| 245 | 1 | 0 | |a Bond behaviour of a multi-filament yarn embedded in a cementitious matrix |c Björn Banholzer. Hrsg.: Institut für Bauforschung der RWTH Aachen |
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Record in the Search Index
| _version_ | 1804134590471733248 |
|---|---|
| adam_text | BOND BEHAVIOUR OF A MULTI-FILAMENT YARN EMBEDDED IN A CEMENTITIOUS
MATRIX VON DER FAKULTAT FUR BAUINGENIEURWESEN DER
RHEINISCH-WESTFSLISCHEN TECHNISCHEN HOCHSCHULE AACHEN ZUR ERIANGUNG DES
AKADEMISCHEN GRADES EINES DOKTORS DER INGENIEURWISSENSCHAFTEN GENEHMIGTE
DISSERTATION VORGELEGT VON DIPLOM-LNGENIEUR BJORN BANHOLZER AUS ESSEN
BERICHTER: UNIVERSITATSPROFESSOR DR.-LNG. WOLFGANG BRAMESHUBER
UNIVERSITATSPROFESSOR DR.-LNG. MANFRED CURBACH UNIVERSITATSPROFESSOR
DR.-LNG. HANS-WOLF REINHARDT TAG DER MIINDLICHEN PRUFUNG: 19. AUGUST
2004 ,,DIESE DISSERTATION IST AUF DEN INTERNETSEITEN DER
HOCHSCHULBIBLIOTHEK ONLINE VERFUGBAR. TABLE OF CONTENTS 1 INTRODUCTION
1 1.1 OBJECTIVE 2 1.2 PROCEEDING 2 1.3 OVERVIEW 3 2 ANALYTICAL MODELING
OF A SINGLE FIBER PULL-OUT PROCESS S 2.1 INTRODUCTION 5 2.2 ANALYTICAL
BOND MODELS 7 2.2.1 THE PERFECT INTERFACE MODEL (STRESS APPROACH) 7
2.2.2 THE FRACTURE MECHANICAL MODEL (ENERGY APPROACH) 9 2.2.3 THE
COHESIVE INTERFACE MODEL (STRESS APPROACH) 12 2.2.4 COMPARISON OF THE
MODELS 16 2.2.5 WHICH MODEL TO USE? 21 2.3 THE DIRECT BOUNDARY VALUE
PROBLEM - T(S) -» P(CO) 22 2.4 THE INVERSE BOUNDARY VALUE PROBLEM -
P(OO) - X(S) 26 2.5 SUMMARY 29 3 APPLICATION AND VALIDATION OF THE
COHESIVE INTERFACE MODEL 31 3.1 INTRODUCTION 31 3.2 MATERIALS
COMPOSITION AND SPECIMEN PREPARATION 32 3.2.1 EXPERIMENTAL SEQUENCES 33
3.3 EXPERIMENTAL METHODS 33 3.4 TEST RESULTS 35 3.5 APPLICATION AND
VALIDATION OF THE MODEL 41 3.6 STOCHASTIC SIZE EFFECTS 44 3.7 SUMMARY 46
4 BOND BETWEEN GLASS FILAMENTS AND A CEMENT BASED MATRIX 47 4.1
INTRODUCTION 47 4.2 MATERIALS COMPOSITION AND SPECIMEN PREPARATION 49
4.2.1 AR-GLASS FILAMENTS 49 4.2.2 FINE-GRAINED CONCRETE 49 4.2.3
SPECIMEN PREPARATION - TENSILE TEST 50 TABLE OF CONTENTS 4.2.4 SPECIMEN
PREPARATION - PULL-OUT TEST 51 4.2.5 EXPERIMENT SEQUENCES 51 4.3
EXPERIMENTAL METHODS 52 4.3.1 TENSILE TEST 52 4.3.2 PULL-OUT TEST 53
4.3.3 OPTICAL MICROSCOPY 54 4.4 TEST RESULTS 55 4.4.1 TENSILE TESTS ON
FILAMENTS 55 4.4.2 PULL-OUT TESTS ON FILAMENTS 57 4.5 BOND STRESS VERSUS
SLIP RELATIONS X(S) 62 4.6 DISCUSSION 66 4.7 SUMMARY 68 5 BOND BETWEEN
GLASS STRANDS AND A CEMENT BASED MATRIX 69 5.1 INTRODUCTION 69 5.2
MATERIALS COMPOSITION AND SPECIMEN PREPARATION 71 5.2.1 AR-GLASS STRANDS
71 5.2.2 FINE-GRAINED CONCRETE 71 5.2.3 SPECIMEN PREPARATION - PULL-OUT
TEST 71 5.2.4 EXPERIMENTAL SEQUENCES 72 5.2.5 TESTING PROCEDURE 72 5.3
EXPERIMENTAL METHODS 73 5.3.1 THE PULL-OUT TEST 73 5.3.2 THE FILT TEST
74 5.3.3 LASER SCANNING MICROSCOPY (LSM) 76 5.3.4 SCANNING ELECTRON
MICROSCOPY (SEM) 76 5.4 TESTS RESULTS 77 5.4.1 THE PULL-OUT TEST 77
5.4.2 THE FILT TEST 78 5.4.3 LASER-SCANNING MICROSCOPY (LSM) 82 5.4.4
SCANNING ELECTRON MICROSCOPY (SEM) 84 5.5 DISCUSSION 85 5.6 SUMMARY 89 6
THREE DIMENSIONAL ARRANGEMENT OF A STRAND IN A CEMENT BASED MATRIX 93
6.1 INTRODUCTION 93 6.2 MATERIALS COMPOSITION AND SPECIMEN PREPARATION
94 6.2.1 AR-GLASS STRANDS / FINE-GRAINED CONCRETE 94 6.2.2 SPECIMEN
PREPARATION 94 TABLE OF CONTENTS 6.2.3 EXPERIMENT SEQUENCES 95 6.3
EXPERIMENTAL METHODS 95 6.3.1 X-RAY MICROTOMOGRAPHY (XRT) 95 6.3.2
ENVIRONMENTAL SCANNING ELECTRON MICROSCOPY (ESEM) 95 6.4 RESULTS 96
6.4.1 X-RAY MICROTOMOGRAPHY (XRT) 96 6.4.2 ENVIRONMENTAL SCANNING
ELECTRON MICROSCOPY (ESEM) 97 6.4.3 COMPUTER AIDED IMAGE ANALYZING
SYSTEM 98 6.5 SUMMARY 101 7 MODELLING OF A STRAND PULL-OUT 103 7.1
INTRODUCTION 103 7.2 ANALYTICAL MODEL 105 7.3 RESULTS OF SIMULATION 110
7.4 DISCUSSION 115 7.5 SUMMARY 117 8 APPLICATION AND VERIFICATION OF THE
STRAND PULL-OUT MODEL 119 8.1 MATERIALS COMPOSITION AND SPECIMEN
PREPARATION 119 8.2 EXPERIMENTAL METHODS 119 8.3 TEST RESULTS AND
SIMULATION OUTPUTS 120 8.3.1 VARYING MATERIAL COMPOSITION 120 8.3.2
VARYING EMBEDDED LENGTH 123 8.4 DISCUSSION 125 8.5 SUMMARY 126 9 SUMMARY
AND CONCLUSION 127 10 REFERENCES 129 APPENDIX A: APPLICATION OF THE
COHESIVE INTERFACE MODEL 141
|
| adam_txt |
BOND BEHAVIOUR OF A MULTI-FILAMENT YARN EMBEDDED IN A CEMENTITIOUS
MATRIX VON DER FAKULTAT FUR BAUINGENIEURWESEN DER
RHEINISCH-WESTFSLISCHEN TECHNISCHEN HOCHSCHULE AACHEN ZUR ERIANGUNG DES
AKADEMISCHEN GRADES EINES DOKTORS DER INGENIEURWISSENSCHAFTEN GENEHMIGTE
DISSERTATION VORGELEGT VON DIPLOM-LNGENIEUR BJORN BANHOLZER AUS ESSEN
BERICHTER: UNIVERSITATSPROFESSOR DR.-LNG. WOLFGANG BRAMESHUBER
UNIVERSITATSPROFESSOR DR.-LNG. MANFRED CURBACH UNIVERSITATSPROFESSOR
DR.-LNG. HANS-WOLF REINHARDT TAG DER MIINDLICHEN PRUFUNG: 19. AUGUST
2004 ,,DIESE DISSERTATION IST AUF DEN INTERNETSEITEN DER
HOCHSCHULBIBLIOTHEK ONLINE VERFUGBAR." TABLE OF CONTENTS 1 INTRODUCTION
1 1.1 OBJECTIVE 2 1.2 PROCEEDING 2 1.3 OVERVIEW 3 2 ANALYTICAL MODELING
OF A SINGLE FIBER PULL-OUT PROCESS S 2.1 INTRODUCTION 5 2.2 ANALYTICAL
BOND MODELS 7 2.2.1 THE PERFECT INTERFACE MODEL (STRESS APPROACH) 7
2.2.2 THE FRACTURE MECHANICAL MODEL (ENERGY APPROACH) 9 2.2.3 THE
COHESIVE INTERFACE MODEL (STRESS APPROACH) 12 2.2.4 COMPARISON OF THE
MODELS 16 2.2.5 WHICH MODEL TO USE? 21 2.3 THE DIRECT BOUNDARY VALUE
PROBLEM - T(S) -» P(CO) 22 2.4 THE INVERSE BOUNDARY VALUE PROBLEM -
P(OO) - X(S) 26 2.5 SUMMARY 29 3 APPLICATION AND VALIDATION OF THE
COHESIVE INTERFACE MODEL 31 3.1 INTRODUCTION 31 3.2 MATERIALS
COMPOSITION AND SPECIMEN PREPARATION 32 3.2.1 EXPERIMENTAL SEQUENCES 33
3.3 EXPERIMENTAL METHODS 33 3.4 TEST RESULTS 35 3.5 APPLICATION AND
VALIDATION OF THE MODEL 41 3.6 STOCHASTIC SIZE EFFECTS 44 3.7 SUMMARY 46
4 BOND BETWEEN GLASS FILAMENTS AND A CEMENT BASED MATRIX 47 4.1
INTRODUCTION 47 4.2 MATERIALS COMPOSITION AND SPECIMEN PREPARATION 49
4.2.1 AR-GLASS FILAMENTS 49 4.2.2 FINE-GRAINED CONCRETE 49 4.2.3
SPECIMEN PREPARATION - TENSILE TEST 50 TABLE OF CONTENTS 4.2.4 SPECIMEN
PREPARATION - PULL-OUT TEST 51 4.2.5 EXPERIMENT SEQUENCES 51 4.3
EXPERIMENTAL METHODS 52 4.3.1 TENSILE TEST 52 4.3.2 PULL-OUT TEST 53
4.3.3 OPTICAL MICROSCOPY 54 4.4 TEST RESULTS 55 4.4.1 TENSILE TESTS ON
FILAMENTS 55 4.4.2 PULL-OUT TESTS ON FILAMENTS 57 4.5 BOND STRESS VERSUS
SLIP RELATIONS X(S) 62 4.6 DISCUSSION 66 4.7 SUMMARY 68 5 BOND BETWEEN
GLASS STRANDS AND A CEMENT BASED MATRIX 69 5.1 INTRODUCTION 69 5.2
MATERIALS COMPOSITION AND SPECIMEN PREPARATION 71 5.2.1 AR-GLASS STRANDS
71 5.2.2 FINE-GRAINED CONCRETE 71 5.2.3 SPECIMEN PREPARATION - PULL-OUT
TEST 71 5.2.4 EXPERIMENTAL SEQUENCES 72 5.2.5 TESTING PROCEDURE 72 5.3
EXPERIMENTAL METHODS 73 5.3.1 THE PULL-OUT TEST 73 5.3.2 THE FILT TEST
74 5.3.3 LASER SCANNING MICROSCOPY (LSM) 76 5.3.4 SCANNING ELECTRON
MICROSCOPY (SEM) 76 5.4 TESTS RESULTS 77 5.4.1 THE PULL-OUT TEST 77
5.4.2 THE FILT TEST 78 5.4.3 LASER-SCANNING MICROSCOPY (LSM) 82 5.4.4
SCANNING ELECTRON MICROSCOPY (SEM) 84 5.5 DISCUSSION 85 5.6 SUMMARY 89 6
THREE DIMENSIONAL ARRANGEMENT OF A STRAND IN A CEMENT BASED MATRIX 93
6.1 INTRODUCTION 93 6.2 MATERIALS COMPOSITION AND SPECIMEN PREPARATION
94 6.2.1 AR-GLASS STRANDS / FINE-GRAINED CONCRETE 94 6.2.2 SPECIMEN
PREPARATION 94 TABLE OF CONTENTS 6.2.3 EXPERIMENT SEQUENCES 95 6.3
EXPERIMENTAL METHODS 95 6.3.1 X-RAY MICROTOMOGRAPHY (XRT) 95 6.3.2
ENVIRONMENTAL SCANNING ELECTRON MICROSCOPY (ESEM) 95 6.4 RESULTS 96
6.4.1 X-RAY MICROTOMOGRAPHY (XRT) 96 6.4.2 ENVIRONMENTAL SCANNING
ELECTRON MICROSCOPY (ESEM) 97 6.4.3 COMPUTER AIDED IMAGE ANALYZING
SYSTEM 98 6.5 SUMMARY 101 7 MODELLING OF A STRAND PULL-OUT 103 7.1
INTRODUCTION 103 7.2 ANALYTICAL MODEL 105 7.3 RESULTS OF SIMULATION 110
7.4 DISCUSSION 115 7.5 SUMMARY 117 8 APPLICATION AND VERIFICATION OF THE
STRAND PULL-OUT MODEL 119 8.1 MATERIALS COMPOSITION AND SPECIMEN
PREPARATION 119 8.2 EXPERIMENTAL METHODS 119 8.3 TEST RESULTS AND
SIMULATION OUTPUTS 120 8.3.1 VARYING MATERIAL COMPOSITION 120 8.3.2
VARYING EMBEDDED LENGTH 123 8.4 DISCUSSION 125 8.5 SUMMARY 126 9 SUMMARY
AND CONCLUSION 127 10 REFERENCES 129 APPENDIX A: APPLICATION OF THE
COHESIVE INTERFACE MODEL 141 |
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| dewey-full | 620 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 620 - Engineering and allied operations |
| dewey-raw | 620 |
| dewey-search | 620 |
| dewey-sort | 3620 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Maschinenbau / Maschinenwesen Werkstoffwissenschaften Bauingenieurwesen |
| discipline_str_mv | Maschinenbau / Maschinenwesen Werkstoffwissenschaften Bauingenieurwesen |
| edition | 1. Aufl. |
| format | Thesis Book |
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| id | DE-604.BV020866811 |
| illustrated | Illustrated |
| index_date | 2024-07-02T13:24:38Z |
| indexdate | 2024-07-09T20:27:02Z |
| institution | BVB |
| isbn | 3861306301 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-014188629 |
| oclc_num | 76120063 |
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| owner_facet | DE-91 DE-BY-TUM |
| physical | VI, 143 S. Ill., graph. Darst. 21 cm |
| publishDate | 2004 |
| publishDateSearch | 2004 |
| publishDateSort | 2004 |
| publisher | Mainz |
| record_format | marc |
| series | Aachener Beiträge zur Bauforschung |
| series2 | Aachener Beiträge zur Bauforschung |
| spelling | Banholzer, Björn 1971- Verfasser (DE-588)129818321 aut Bond behaviour of a multi-filament yarn embedded in a cementitious matrix Björn Banholzer. Hrsg.: Institut für Bauforschung der RWTH Aachen 1. Aufl. Aachen Mainz 2004 VI, 143 S. Ill., graph. Darst. 21 cm txt rdacontent n rdamedia nc rdacarrier Aachener Beiträge zur Bauforschung 12 Zugl.: Aachen, Techn. Hochsch., Diss., 2004 Verbundverhalten (DE-588)4279872-3 gnd rswk-swf Filamentgarn (DE-588)4154336-1 gnd rswk-swf Bewehrung (DE-588)4006325-2 gnd rswk-swf Zementbeton (DE-588)4190685-8 gnd rswk-swf Glasfaser (DE-588)4021153-8 gnd rswk-swf (DE-588)4113937-9 Hochschulschrift gnd-content Zementbeton (DE-588)4190685-8 s Bewehrung (DE-588)4006325-2 s Filamentgarn (DE-588)4154336-1 s Glasfaser (DE-588)4021153-8 s Verbundverhalten (DE-588)4279872-3 s DE-604 Aachener Beiträge zur Bauforschung 12 (DE-604)BV008404106 12 HEBIS Datenaustausch Darmstadt application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=014188629&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Banholzer, Björn 1971- Bond behaviour of a multi-filament yarn embedded in a cementitious matrix Aachener Beiträge zur Bauforschung Verbundverhalten (DE-588)4279872-3 gnd Filamentgarn (DE-588)4154336-1 gnd Bewehrung (DE-588)4006325-2 gnd Zementbeton (DE-588)4190685-8 gnd Glasfaser (DE-588)4021153-8 gnd |
| subject_GND | (DE-588)4279872-3 (DE-588)4154336-1 (DE-588)4006325-2 (DE-588)4190685-8 (DE-588)4021153-8 (DE-588)4113937-9 |
| title | Bond behaviour of a multi-filament yarn embedded in a cementitious matrix |
| title_auth | Bond behaviour of a multi-filament yarn embedded in a cementitious matrix |
| title_exact_search | Bond behaviour of a multi-filament yarn embedded in a cementitious matrix |
| title_exact_search_txtP | Bond behaviour of a multi-filament yarn embedded in a cementitious matrix |
| title_full | Bond behaviour of a multi-filament yarn embedded in a cementitious matrix Björn Banholzer. Hrsg.: Institut für Bauforschung der RWTH Aachen |
| title_fullStr | Bond behaviour of a multi-filament yarn embedded in a cementitious matrix Björn Banholzer. Hrsg.: Institut für Bauforschung der RWTH Aachen |
| title_full_unstemmed | Bond behaviour of a multi-filament yarn embedded in a cementitious matrix Björn Banholzer. Hrsg.: Institut für Bauforschung der RWTH Aachen |
| title_short | Bond behaviour of a multi-filament yarn embedded in a cementitious matrix |
| title_sort | bond behaviour of a multi filament yarn embedded in a cementitious matrix |
| topic | Verbundverhalten (DE-588)4279872-3 gnd Filamentgarn (DE-588)4154336-1 gnd Bewehrung (DE-588)4006325-2 gnd Zementbeton (DE-588)4190685-8 gnd Glasfaser (DE-588)4021153-8 gnd |
| topic_facet | Verbundverhalten Filamentgarn Bewehrung Zementbeton Glasfaser Hochschulschrift |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=014188629&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV008404106 |
| work_keys_str_mv | AT banholzerbjorn bondbehaviourofamultifilamentyarnembeddedinacementitiousmatrix |