Holdings: Bond of reinforcement in concrete under high loading rates

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

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Bibliographic Details
Main Author:	Panteki, Evmorfia 1991- (Author)
Format:	Thesis Book
Language:	English
Published:	Dresden Technische Universität, Fakultät Bauingenieurwesen November 2018
Series:	Schriftenreihe Konstruktiver Ingenieurbau Dresden Heft 47
Subjects:	Bewehrung Stahlbetonbauteil Dynamische Belastung Verbundverhalten Hochschulschrift
Online Access:	Inhaltsverzeichnis Inhaltsverzeichnis
Physical Description:	xi, 167 Seiten Illustrationen, Diagramme 21 cm
ISBN:	9783867805827

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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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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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