FRP-strengthened RC structures:
Gespeichert in:
| Weitere Verfasser: | |
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| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
New York
Wiley
2002
|
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | XIX, 245 S. Ill., graph. Darst. |
| ISBN: | 0471487066 |
Internformat
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Datensatz im Suchindex
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| adam_text | FRP-STRENGTHENED RC STRUCTURES J. G. TENG THE HONG KONG POLYTECHNIC
UNIVERSITY, CHINA J. F. CHEN THE UNIVERSITY OF NOTTINGHAM, UK S. T.
SMITH THE HONG KONG POLYTECHNIC UNIVERSITY, CHINA L. LAM THE HONG KONG
POLYTECHNIC UNIVERSITY, CHINA JOHN WILEY A SONS, LTD CONTENTS PREFACE XI
NOTATION XIII 1 FRP COMPOSITES FOR STRENGTHENING RC STRUCTURES 1 1.1
INTRODUCTION 1 1.2 METHODS OF FORMING FRP COMPOSITES 2 1.3 MECHANICAL
PROPERTIES OF FRP COMPOSITES 3 1.4 RESINS 5 1.5 COMPARISON OF
PERFORMANCE FOR STRENGTHENING OF STRUCTURES 5 1.6 PARTIAL SAFETY FACTORS
6 1.7 CONCLUDING REMARKS 7 REFERENCES 8 2 BOND STRENGTH OF
FRP-TO-CONCRETE JOINTS 11 2.1 INTRODUCTION 11 2.2 TEST METHODS,
BEHAVIOUR AND FAILURE MODE 13 2.3 EXISTING BOND STRENGTH MODELS 14 2.3.1
EMPIRICAL MODELS 14 2.3.2 FRACTURE-MECHANICS-BASED MODELS 15 2.3.3
DESIGN PROPOSALS 18 2.3.4 PERFORMANCE OF BOND STRENGTH MODELS 19 2.4
CHEN AND TENG S MODEL 20 2.5 DESIGN RECOMMENDATION 26 2.6 CONCLUSIONS 26
REFERENCES 27 3 FLEXURAL STRENGTHENING OF BEAMS 31 3.1 INTRODUCTION 31
3.2 METHODS OF STRENGTHENING 32 3.2.1 GENERAL 32 VI CONTENTS 3.3 3.4 3.5
3.6 3.7 3.8 3.9 3.10 3.11 3.2.2 3.2.3 3.2.4 3.2.5 FAILURE 3.3.1 3.3.2
3.3.3 3.3.4 3.3.5 3.3.6 3.3.7 3.3.8 UNSTRESSED SOFFIT PLATES END
ANCHORAGE FOR UNSTRESSED SOFFIT PLATES PRESTRESSED SOFFIT PLATES
ADDITIONAL REMARKS MODES AND TYPICAL BEHAVIOUR CLASSIFICATION OF FAILURE
MODES FLEXURAL FAILURE SHEAR FAILURE PLATE-END DEBONDING FAILURES
INTERMEDIATE CRACK-INDUCED INTERFACIAL DEBONDING OTHER DEBONDING FAILURE
MODES OTHER ASPECTS OF DEBONDING U STRIP END ANCHORAGE FLEXURAL STRENGTH
. 3.4.1 3.4.2 3.4.3 GENERAL DESIGN EQUATIONS PRESENCE OF PRELOADING
INTERFACIAL STRESSES 3.5.1 3.5.2 3.5.3 3.5.4 3.5.5 GENERAL APPROXIMATE
ANALYTICAL SOLUTIONS FINITE-ELEMENT RESULTS HIGHER ORDER ANALYTICAL
SOLUTIONS REMARKS PLATE-END DEBONDING STRENGTH MODELS 3.6.1 3.6.2 3.6.3
3.6.4 3.6.5 GENERAL REVIEW OF DEBONDING STRENGTH MODELS EXPERIMENTAL
DATA PERFORMANCE OF DEBONDING STRENGTH MODELS SMITH AND TENG S MODEL
STRENGTH MODEL FOR INTERMEDIATE CRACK-INDUCED INTERFACIAL DEBONDING
3.7.1 3.7.2 3.7.3 DESIGN 3.8.1 3.8.2 3.8.3 3.8.4 GENERAL INTERMEDIATE
FLEXURAL CRACK-INDUCED DEBONDING INTERMEDIATE FLEXURAL SHEAR
CRACK-INDUCED DEBONDING RECOMMENDATION CRITICAL SECTIONS AND PLATE-END
ANCHORAGE STRENGTH CHECK PARTIAL SAFETY FACTORS APPLICATION OF THE
DESIGN PROCEDURE TO INDETERMINATE BEAMS CONCLUSIONS APPENDIX A APPENDIX
B CONTENTS VII 3.11.1 SHEAR-CAPACITY-BASED MODELS 83 3.11.2 CONCRETE
TOOTH MODELS 86 3.11.3 INTERFACIAL STRESS-BASED MODELS 90 REFERENCES 95
4 SHEAR STRENGTHENING OF BEAMS 103 4.1 INTRODUCTION 103 4.2 METHODS OF
STRENGTHENING 104 4.2.1 STRENGTHENING SCHEMES 104 4.2.2 SELECTION OF
STRENGTHENING SCHEMES 107 4.3 FAILURE MODES 109 4.3.1 GENERAL 109 4.3.2
SHEAR FAILURE WITH FRP RUPTURE 109 4.3.3 SHEAR FAILURE WITHOUT FRP
RUPTURE 110 4.3.4 SHEAR FAILURE DUE TO FRP DEBONDING 110 4.3.5 FAILURES
NEAR MECHANICAL ANCHORS 112 4.4 EXISTING RESEARCH ON SHEAR STRENGTH
MODELS 112 4.5 CHEN AND TENG S SHEAR STRENGTH MODEL 115 4.5.1 GENERAL
EXPRESSIONS 115 4.5.2 SHEAR FAILURE CONTROLLED BY FRP RUPTURE 117 4.5.3
SHEAR FAILURE CONTROLLED BY FRP DEBONDING 119 4.6 DESIGN RECOMMENDATION
123 4.6.1 GENERAL EQUATIONS 123 4.6.2 SHEAR FAILURE CONTROLLED BY FRP
RUPTURE 124 4.6.3 SHEAR FAILURE CONTROLLED BY FRP DEBONDING 124 4.6.4
SPACING REQUIREMENT FOR FRP STRIPS 126 4.6.5 STRENGTHENING DESIGN FOR
INDETERMINATE BEAMS 127 4.7 COMPARISON WITH EXPERIMENTAL OBSERVATIONS
127 4.8 CONCLUSIONS 130 REFERENCES 130 5 FLEXURAL STRENGTHENING OF SLABS
135 5.1 INTRODUCTION 135 5.2 METHODS OF STRENGTHENING 135 5.2.1 GENERAL
135 5.2.2 SIMPLY SUPPORTED ONE-WAY OR TWO-WAY SLABS 136 5.2.3 CANTILEVER
SLABS 138 5.3 FAILURE MODES AND TYPICAL BEHAVIOUR 140 5.3.1 CANTILEVER
SLABS AND ONE-WAY SLABS 140 5.3.2 TWO-WAY SLABS 142 5.4 DESIGN
RECOMMENDATION FOR ONE-WAY SLABS 143 5.5 DESIGN RECOMMENDATION FOR
TWO-WAY SLABS 143 5.5.1 FLEXURAL STRENGTH BY THE MOMENT COEFFICIENT
METHOD 143 VIII CONTENTS 5.5.2 FLEXURAL STRENGTH BY YIELD LINE ANALYSIS
5.5.3 DEBONDING STRENGTHS 5.5.4 ANCHORAGE OF FRP STRIPS/SHEETS 5.6
CONCLUSIONS REFERENCES 6 STRENGTHENING OF AXIALLY AND ECCENTRICALLY
LOADED COLUMNS 6.1 INTRODUCTION 6.2 METHODS OF STRENGTHENING 6.2.1
GENERAL 6.2.2 WRAPPING 6.2.3 FILAMENT WINDING 6.2.4 PREFABRICATED SHELL
JACKETING 6.2.5 COMPARISON OF STRENGTHENING METHODS 6.2.6 CONSTRUCTIONAL
ASPECTS 6.2.7 SHAPE MODIFICATION 6.3 FAILURE MODES AND TYPICAL BEHAVIOUR
OF FRP-CONFINED CONCRETE COLUMNS 6.3.1 CIRCULAR CONCRETE COLUMNS 6.3.2
RECTANGULAR CONCRETE COLUMNS 6.3.3 ELLIPTICAL CONCRETE COLUMNS 6.4
COMPRESSIVE STRENGTH OF FRP-CONFINED CONCRETE 6.4.1 GENERAL 6.4.2 REVIEW
OF STRENGTH MODELS 6.4.3 EXPERIMENTAL DATA 6.4.4 TRENDS OF EXPERIMENTAL
DATA 6.4.5 PERFORMANCE OF STRENGTH MODELS 6.4.6 LAM AND TENG S MODEL 6.5
STRESS-STRAIN BEHAVIOUR OF FRP-CONFINED CONCRETE 6.5.1 GENERAL 6.5.2
REVIEW OF STRESS-STRAIN MODELS 6.5.3 EXPERIMENTAL DATA 6.5.4 TRENDS OF
EXPERIMENTAL DATA 6.5.5 PERFORMANCE OF EXISTING STRESS-STRAIN MODELS
6.5.6 LAM AND TENG S STRESS-STRAIN MODEL 6.6 FRP-CONFINED RECTANGULAR
CONCRETE COLUMNS 6.6.1 GENERAL 6.6.2 EXISTING MODELS 6.6.3 EXPERIMENTAL
DATA 6.6.4 LAM AND TENG S MODEL 6.7 FRP-CONFINED ELLIPTICAL COLUMNS 6.8
DESIGN RECOMMENDATION FOR AXIALLY LOADED COLUMNS CONTENTS IX 6.8.1
GENERAL EXPRESSION FOR THE AXIAL STRENGTH OF FRP-CONFINED CONCRETE 200
6.8.2 ULTIMATE STRENGTH OF FRP-CONFINED RC COLUMNS UNDER AXIAL LOAD 200
6.9 DESIGN RECOMMENDATION FOR ECCENTRICALLY LOADED COLUMNS 201 6.9.1
GENERAL 201 6.9.2 EXISTING STUDIES ON FRP-CONFINED RC COLUMNS UNDER
ECCENTRIC LOADS 201 6.9.3 ULTIMATE STRENGTH OF FRP-CONFINED RC COLUMNS
UNDER ECCENTRIC LOADS 202 6.9.4 MOMENT-CURVATURE ANALYSIS OF
FRP-CONFINED 204 RC COLUMNS 6.9.5 TYPICAL INTERACTION CURVES 205 6.10
CONCLUSIONS . 206 REFERENCES 208 7 SEISMIC RETROFIT OF COLUMNS 213 7.1
INTRODUCTION 213 7.2 TYPICAL FAILURE MODES OF RC COLUMNS UNDER SEISMIC
ATTACK 215 7.2.1 GENERAL 215 7.2.2 SHEAR FAILURE 215 7.2.3 FLEXURAL
PLASTIC HINGE FAILURE 216 7.2.4 LAP SPLICE FAILURE 216 7.2.5 FLEXURAL
SHEAR FAILURE OF COLUMNS WITH LONGITUDINAL REINFORCEMENT CUT-OFFS 217
7.2.6 FOOTING FAILURE 219 7.3 METHODS OF RETROFIT 219 7.3.1 FRP JACKETS
WITH HORIZONTALLY ORIENTED FIBRES 219 7.3.2 LONGITUDINAL BONDING OF FRP
220 7.4 FLEXURAL DUCTILITY OF RETROFITTED COLUMNS 220 7.4.1 DUCTILITY
FACTORS 220 7.4.2 DUCTILITY OF RETROFITTED RC COLUMNS 222 7.5 ULTIMATE
CONDITIONS OF RETROFITTED COLUMNS 225 7.5.1* GENERAL 225 7.5.2 SHEAR
FAILURE 226 7.5.3 FLEXURAL PLASTIC HINGE FAILURE 226 7.5.4 LAP SPLICE
FAILURE 227 7.5.5 FLEXURAL FAILURE OF COLUMNS WITH LONGITUDINAL FRP 227
7.6 DESIGN RECOMMENDATIONS 227 7.6.1 GENERAL 227 7.6.2 SHEAR STRENGTH
228 7.6.3 FLEXURAL PLASTIC HINGE CONFINEMENT 232 X CONTENTS 7.6.4 LAP
SPLICE CLAMPING 233 7.6.5 DETAILING CONSIDERATIONS 234 7.7 CONCLUSIONS
235 REFERENCES 236 INDEX
|
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| spelling | FRP-strengthened RC structures J. G. Teng ... New York Wiley 2002 XIX, 245 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Verbundbauweise (DE-588)4193001-0 gnd rswk-swf Faserverbundbauteil (DE-588)4232654-0 gnd rswk-swf Stahlbetonbau (DE-588)4056842-8 gnd rswk-swf Stahlbetonbau (DE-588)4056842-8 s Verbundbauweise (DE-588)4193001-0 s Faserverbundbauteil (DE-588)4232654-0 s 1\p DE-604 Teng, Jin-Guang ctb GBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=018471684&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 | FRP-strengthened RC structures Verbundbauweise (DE-588)4193001-0 gnd Faserverbundbauteil (DE-588)4232654-0 gnd Stahlbetonbau (DE-588)4056842-8 gnd |
| subject_GND | (DE-588)4193001-0 (DE-588)4232654-0 (DE-588)4056842-8 |
| title | FRP-strengthened RC structures |
| title_auth | FRP-strengthened RC structures |
| title_exact_search | FRP-strengthened RC structures |
| title_full | FRP-strengthened RC structures J. G. Teng ... |
| title_fullStr | FRP-strengthened RC structures J. G. Teng ... |
| title_full_unstemmed | FRP-strengthened RC structures J. G. Teng ... |
| title_short | FRP-strengthened RC structures |
| title_sort | frp strengthened rc structures |
| topic | Verbundbauweise (DE-588)4193001-0 gnd Faserverbundbauteil (DE-588)4232654-0 gnd Stahlbetonbau (DE-588)4056842-8 gnd |
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