Bond of reinforcement in concrete under high loading rates: a finite element analysis of structural effects = Verbund zwischen Beton und Bewehrung bei hohen Belastungsgeschwindigkeiten : eine Finite-Elemente-Analyse struktureller Effekte
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Abschlussarbeit Buch |
| Sprache: | English |
| Veröffentlicht: |
Dresden
Technische Universität, Fakultät Bauingenieurwesen
November 2018
|
| Schriftenreihe: | Schriftenreihe Konstruktiver Ingenieurbau Dresden
Heft 47 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis Inhaltsverzeichnis |
| Beschreibung: | xi, 167 Seiten Illustrationen, Diagramme 21 cm |
| ISBN: | 9783867805827 |
Internformat
MARC
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| 100 | 1 | |a Panteki, Evmorfia |d 1991- |e Verfasser |0 (DE-588)1172730903 |4 aut | |
| 245 | 1 | 0 | |a Bond of reinforcement in concrete under high loading rates |b a finite element analysis of structural effects = Verbund zwischen Beton und Bewehrung bei hohen Belastungsgeschwindigkeiten : eine Finite-Elemente-Analyse struktureller Effekte |c Evmorfia Panteki |
| 246 | 1 | 1 | |a Verbund zwischen Beton und Bewehrung bei hohen Belastungsgeschwindigkeiten |
| 264 | 1 | |a Dresden |b Technische Universität, Fakultät Bauingenieurwesen |c November 2018 | |
| 300 | |a xi, 167 Seiten |b Illustrationen, Diagramme |c 21 cm | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 1 | |a Schriftenreihe Konstruktiver Ingenieurbau Dresden |v Heft 47 | |
| 502 | |b Dissertation |c Technische Universität Dresden |d 2018 | ||
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| 650 | 0 | 7 | |a Dynamische Belastung |0 (DE-588)4121153-4 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Verbundverhalten |0 (DE-588)4279872-3 |2 gnd |9 rswk-swf |
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| 999 | |a oai:aleph.bib-bvb.de:BVB01-031699873 | ||
Datensatz im Suchindex
| _version_ | 1804180807005241344 |
|---|---|
| adam_text | CONTENTS
1 INTRODUCTION 1
1.1 BA CKG RO U N D
..................................................................................................
1
1.2 AIM AND O B JE C T IV E
......................................................................................
2
1.3 O U TLIN
E...............................................................................................................
3
2 BASICS OF BOND IN REINFORCED CONCRETE 5
2.1 C O N C R E T E
.........................................................................................................
5
2.1.1
COMPOSITION...............................................................................................
5
2.1.2 UNIAXIAL B EH A V IO U
R...................................................................................
5
2.1.3 MULTIAXIAL B EH AV IO U
R................................................................................
8
2.2 REINFORCING S T E E L
......................................................................................
11
2.2.1 B A S IC S
.........................................................................................................
11
2.2.2 MATERIAL B EH A V IO U
R...................................................................................
11
2.3 B O N D
.....................................................................................................................
12
2.3.1 B A S IC S
.........................................................................................................
12
2.3.2 EXPERIMENTAL
INVESTIGATION.......................................................................
15
2.3.3 EMPIRICAL AND ANALYTICAL M ODELS
.............................................................
19
3 RESPONSE TO DYNAMIC LOADING 21
3.1 B A S IC S
..................................................................................................................
21
3.1.1 LOAD
INTRODUCTION......................................................................................
21
3.1.2 CHALLENGES IN THE EVALUATION OF DYNAMIC EX P E RIM EN
TS......................... 24
3.2 DYNAMIC RESPONSE CHARACTERISTICS
..............................................
25
3.2.1
CONCRETE.....................................................................................................
25
3.2.2 REINFORCING STEEL
......................................................................................
26
3.2.3 B O N D
............................................................................................................
27
4 NUMERICAL MODELLING 29
4.1 INTRODUCTION TO THE FINITE ELEMENT M E T H O D
......................... 29
4.1.1 THEORETICAL FRAM EW
ORK.............................................................................
29
4.1.2 MESHING AND E LE M E N TS
.............................................................................
31
4.1.3 C O N TA C
T.....................................................................................................
32
4.1.4 CONSTITUTIVE M
ODELLING.............................................................................
32
4.1.5 IMPLICIT AND EXPLICIT M E TH O D S
................................................................
35
4.2 APPROACHES TO BOND IN REINFORCED CONCRETE.........................
35
4.2.1
CONCRETE.....................................................................................................
35
4.2.2 REINFORCING STEEL
......................................................................................
36
4.2.3 B O N D
............................................................................................................
36
4.3 CHOSEN
APPROACH.........................................................................................
38
4.3.1 G E N E R A
L.....................................................................................................
38
4.3.2 CONSTITUTIVE M
ODELLING.............................................................................
39
5 NUMERICAL CASE STUDIES 43
5.1 DROP TOWER PUSH-IN CO N FIG U RA TIO N
..............................................
44
5.1.1
INTRODUCTION................................................................................................
44
5.1.2 EXPERIMENTAL S E T - U P
................................................................................
44
5.1.3 FINITE ELEMENT SIM
ULATIONS.......................................................................
47
5.1.4 FINITE ELEMENT ANALYSIS RE S U LTS
................................................................. 54
5.1.5
DISCUSSION...................................................................................................
66
5.1.6
CONCLUSION...................................................................................................
68
5.2 DROP TOWER PULL-OUT CONFIGURATION
...........................................
70
5.2.1
INTRODUCTION................................................................................................
70
5.2.2 EXPERIMENTAL S E T - U P
................................................................................
70
5.2.3 METHODOLOGY
.............................................................................................
73
5.2.4 RESULTS AND D
ISCUSSION.............................................................................
74
5.2.5
CONCLUSION...................................................................................................
86
5.3 SPLIT HOPKINSON BAR
................................................................................
87
5.3.1
INTRODUCTION................................................................................................
87
5.3.2 FINITE ELEMENT SIM
ULATIONS.......................................................................
89
5.3.3 FINITE ELEMENT ANALYSIS RESULTS AND DISCUSSION
.....................................
91
5.3.4
CONCLUSION...................................................................................................
100
6 NUMERICAL PARAMETRIC STUDIES 103
6.1 INFLUENCE OF LOADING RATE
................................................................. 104
6.1.1 O B JE C TIV E
...................................................................................................
104
6.1.2 ENGAGED EXPERIMENTAL S E T-U P S
................................................................. 105
6.1.3 METHODOLOGY
.............................................................................................
105
6.1.4 FINITE ELEMENT ANALYSIS RE S U LTS
................................................................. I L L
6.1.5 D
ISCUSSION...................................................................................................
120
6.1.6
CONCLUSION...................................................................................................
122
6.2 OTHER INFLUENTIAL F A C T O R S
................................................................. 124
6.2.1 CONCRETE COMPRESSIVE STRENGTH CLA
SS........................................................ 124
6.2.2 INERTIA-INDUCED CONFINEM
ENT....................................................................
131
6.3 INFLUENCE OF RANDOM DISTRIBUTION FIELDS
............................... 136
6.3.1
INTRODUCTION................................................................................................
136
6.3.2 METHODOLOGY
.............................................................................................
138
6.3.3 RESULTS AND D
ISCUSSION.............................................................................
143
6.3.4
CONCLUSION...................................................................................................
146
7 APPLICABILITY OF THE RESULTS TO PHENOMENOLOGICAL MODELS 147
7.1 STATEMENT OF THE PROBLEM
................................................................. 147
7.2 EXISTING FINITE ELEMENT SOLUTION STRA TEG
IES......................... 147
7.2.1 SMEARED REINFORCING M E TH O D
.................................................................... 148
7.2.2 EMBEDDED REINFORCING M E TH O D
................................................................. 148
7.2.3 DISCRETE REINFORCING M E TH O D
.................................................................... 148
7.3 INCORPORATION INTO
LS-DYNA.................................................................
149
7.4 PROPOSED ENHANCEM
ENTS.......................................................................
151
7.4.1 RADIAL STRESS CO M
PONENT..........................................................................
151
7.4.2 CONSIDERATION OF BRITTLE
FAILURE.................................................................
152
7.4.3 LOADING RATE
DEPENDENCE..........................................................................
152
7.5
CONCLUSION......................................................................................................
152
8 CONCLUSION 153
8.1 RETROSPECTIVE V IE W
...................................................................................
153
8.2 FINDINGS
............................................................................................................
154
8.3
RECOMMENDATIONS......................................................................................
155
BIBLIOGRAPHY 157
|
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| bvnumber | BV046322889 |
| ctrlnum | (OCoLC)1080900506 (DE-599)DNB1172301751 |
| format | Thesis Book |
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| genre_facet | Hochschulschrift |
| id | DE-604.BV046322889 |
| illustrated | Illustrated |
| indexdate | 2024-07-10T08:41:37Z |
| institution | BVB |
| isbn | 9783867805827 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-031699873 |
| oclc_num | 1080900506 |
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| owner | DE-634 |
| owner_facet | DE-634 |
| physical | xi, 167 Seiten Illustrationen, Diagramme 21 cm |
| publishDate | 2018 |
| publishDateSearch | 2018 |
| publishDateSort | 2018 |
| publisher | Technische Universität, Fakultät Bauingenieurwesen |
| record_format | marc |
| series | Schriftenreihe Konstruktiver Ingenieurbau Dresden |
| series2 | Schriftenreihe Konstruktiver Ingenieurbau Dresden |
| spelling | Panteki, Evmorfia 1991- Verfasser (DE-588)1172730903 aut Bond of reinforcement in concrete under high loading rates a finite element analysis of structural effects = Verbund zwischen Beton und Bewehrung bei hohen Belastungsgeschwindigkeiten : eine Finite-Elemente-Analyse struktureller Effekte Evmorfia Panteki Verbund zwischen Beton und Bewehrung bei hohen Belastungsgeschwindigkeiten Dresden Technische Universität, Fakultät Bauingenieurwesen November 2018 xi, 167 Seiten Illustrationen, Diagramme 21 cm txt rdacontent n rdamedia nc rdacarrier Schriftenreihe Konstruktiver Ingenieurbau Dresden Heft 47 Dissertation Technische Universität Dresden 2018 Bewehrung (DE-588)4006325-2 gnd rswk-swf Stahlbetonbauteil (DE-588)4056844-1 gnd rswk-swf Dynamische Belastung (DE-588)4121153-4 gnd rswk-swf Verbundverhalten (DE-588)4279872-3 gnd rswk-swf (DE-588)4113937-9 Hochschulschrift gnd-content Stahlbetonbauteil (DE-588)4056844-1 s Bewehrung (DE-588)4006325-2 s Verbundverhalten (DE-588)4279872-3 s Dynamische Belastung (DE-588)4121153-4 s DE-604 Schriftenreihe Konstruktiver Ingenieurbau Dresden Heft 47 (DE-604)BV023263863 47 B:DE-101 application/pdf http://d-nb.info/1172301751/04 Inhaltsverzeichnis DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=031699873&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Panteki, Evmorfia 1991- Bond of reinforcement in concrete under high loading rates a finite element analysis of structural effects = Verbund zwischen Beton und Bewehrung bei hohen Belastungsgeschwindigkeiten : eine Finite-Elemente-Analyse struktureller Effekte Schriftenreihe Konstruktiver Ingenieurbau Dresden Bewehrung (DE-588)4006325-2 gnd Stahlbetonbauteil (DE-588)4056844-1 gnd Dynamische Belastung (DE-588)4121153-4 gnd Verbundverhalten (DE-588)4279872-3 gnd |
| subject_GND | (DE-588)4006325-2 (DE-588)4056844-1 (DE-588)4121153-4 (DE-588)4279872-3 (DE-588)4113937-9 |
| title | Bond of reinforcement in concrete under high loading rates a finite element analysis of structural effects = Verbund zwischen Beton und Bewehrung bei hohen Belastungsgeschwindigkeiten : eine Finite-Elemente-Analyse struktureller Effekte |
| title_alt | Verbund zwischen Beton und Bewehrung bei hohen Belastungsgeschwindigkeiten |
| title_auth | Bond of reinforcement in concrete under high loading rates a finite element analysis of structural effects = Verbund zwischen Beton und Bewehrung bei hohen Belastungsgeschwindigkeiten : eine Finite-Elemente-Analyse struktureller Effekte |
| title_exact_search | Bond of reinforcement in concrete under high loading rates a finite element analysis of structural effects = Verbund zwischen Beton und Bewehrung bei hohen Belastungsgeschwindigkeiten : eine Finite-Elemente-Analyse struktureller Effekte |
| title_full | Bond of reinforcement in concrete under high loading rates a finite element analysis of structural effects = Verbund zwischen Beton und Bewehrung bei hohen Belastungsgeschwindigkeiten : eine Finite-Elemente-Analyse struktureller Effekte Evmorfia Panteki |
| title_fullStr | Bond of reinforcement in concrete under high loading rates a finite element analysis of structural effects = Verbund zwischen Beton und Bewehrung bei hohen Belastungsgeschwindigkeiten : eine Finite-Elemente-Analyse struktureller Effekte Evmorfia Panteki |
| title_full_unstemmed | Bond of reinforcement in concrete under high loading rates a finite element analysis of structural effects = Verbund zwischen Beton und Bewehrung bei hohen Belastungsgeschwindigkeiten : eine Finite-Elemente-Analyse struktureller Effekte Evmorfia Panteki |
| title_short | Bond of reinforcement in concrete under high loading rates |
| title_sort | bond of reinforcement in concrete under high loading rates a finite element analysis of structural effects verbund zwischen beton und bewehrung bei hohen belastungsgeschwindigkeiten eine finite elemente analyse struktureller effekte |
| title_sub | a finite element analysis of structural effects = Verbund zwischen Beton und Bewehrung bei hohen Belastungsgeschwindigkeiten : eine Finite-Elemente-Analyse struktureller Effekte |
| topic | Bewehrung (DE-588)4006325-2 gnd Stahlbetonbauteil (DE-588)4056844-1 gnd Dynamische Belastung (DE-588)4121153-4 gnd Verbundverhalten (DE-588)4279872-3 gnd |
| topic_facet | Bewehrung Stahlbetonbauteil Dynamische Belastung Verbundverhalten Hochschulschrift |
| url | http://d-nb.info/1172301751/04 http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=031699873&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV023263863 |
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