Holdings: Anchorage in concrete construction

Anchorage in concrete construction:

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Bibliographic Details
Main Authors:	Eligehausen, Rolf 1942- (Author), Mallée, Rainer 1949- (Author), Silva, John F. (Author)
Format:	Book
Language:	English
Published:	Berlin Ernst 2006
Subjects:	Anchorage (Structural engineering) Concrete construction Verankerung Betonkonstruktion
Online Access:	Inhaltsverzeichnis
Physical Description:	XIII, 378 S. Ill., graph. Darst.
ISBN:	3433011435 9783433011430

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Record in the Search Index

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adam_text	ROLF ELIGEHAUSEN, RAINER MALLEE, JOHN F. SILVA ANCHORAGE IN CONCRETE CONSTRUCTION ,=RNST & SOHN A WILEY COMPANY ONTENTS INTRODUCTION 1 A HISTORICAL REVIEW 1 REQUIREMENTS FOR FASTENINGS 2 NATURE AND DIRECTION OF ACTIONS 2 FASTENING SYSTEMS 5 GENERAL 5 CAST-IN-PLACE SYSTEMS 5 LIFTING INSERTS 6 ANCHOR CHANNELS 7 HEADED STUDS 9 THREADED SLEEVES 9 DRILLED-IN SYSTEMS 10 DRILLING TECHNIQUES 10 INSTALLATION CONFIGURATIONS 10 DRILLED-IN ANCHOR TYPES 11 MECHANICAL EXPANSION ANCHORS 11 UNDERCUT ANCHORS 16 BONDED ANCHORS 19 SCREW ANCHORS 25 CEILING HANGERS 25 PLASTIC ANCHORS 27 DIRECT INSTALLATION 29 PRINCIPLES 33 GENERAL 33 BEHAVIOUR OF CONCRETE IN TENSION 34 FAILURE MECHANISMS OF FASTENINGS 37 THEORETICAL STUDIES 37 EXPERIMENTAL STUDIES 45 CONCLUSIONS DRAWN FROM THEORETICAL AND EXPERIMENTAL STUDIES 50 CRACKED CONCRETE 51 WHY ANCHORS MAY USE THE TENSILE STRENGTH OF CONCRETE 54 PRESTRESSING OF ANCHORS 55 LOADS ON ANCHORS 58 CALCULATION ACCORDING TO ELASTIC THEORY 58 TENSION LOAD 58 SHEAR LOADS 59 CALCULATION ACCORDING TO NON-LINEAR METHODS 61 CALCULATION OF LOADS ON ANCHORS OF ANCHOR CHANNELS 61 TENSION LOADS 61 SHEAR LOADS 63 CONTENTS 4 BEHAVIOUR OF HEADED STUDS, UNDERCUT ANCHORS AND METAL EXPANSION ANCHORS IN NON-CRACKED AND CRACKED CONCRETE 65 4.1 NON-CRACKED CONCRETE 65 4.1.1 TENSION LOAD I 65 4.1.1.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 65 4.1.1.2 FAILURE LOAD ASSOCIATED WITH STEEL RUPTURE 68 4.1.1.3 FAILURE LOAD ASSOCIATED WITH CONCRETE CONE BREAKOUT 69 4.1.1.4 FAILURE LOAD FOR LOCAL CONCRETE SIDE BLOW-OUT FAILURE 93 4.1.1.5 FAILURE LOADS ASSOCIATED WITH PULL-OUT AND PULL-THROUGH FAILURES 97 4.1.1.6 FAILURE LOAD ASSOCIATED WITH SPLITTING OF THE CONCRETE 100 4.1.2 SHEAR 103 4.1.2.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 103 4.1.2.2 FAILURE LOAD ASSOCIATED WITH STEEL RUPTURE 105 4.1.2.3 FAILURE LOAD ASSOCIATED WITH PRY-OUT 109 4.1.2.4 CONCRETE EDGE FAILURE FOR A SHEAR LOAD PERPENDICULAR TO THE EDGE 112 4.1.2.5 CONCRETE EDGE BREAKOUT LOAD ASSOCIATED WITH SHEAR LOADS ORIENTED AT AN ANGLE A 90 TO THE EDGE 125 4.1.3 COMBINED TENSION AND SHEAR (OBLIQUE LOADING) 128 4.1.3.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 128 4.1.3.2 FAILURE LOAD 132 4.1.4 BENDING OF THE BASEPLATE 137 4.1.5 SUSTAINED LOADS 138 4.1.6 FATIGUE LOADING 139 4.2 CRACKED CONCRETE 142 4.2.1 TENSION 143 4.2.1.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 143 4.2.1.2 FAILURE LOAD CORRESPONDING TO STEEL FAILURE 146 4.2.1.3 FAILURE LOAD ASSOCIATED WITH CONCRETE CONE BREAKOUT 146 4.2.1.4 FAILURE LOAD ASSOCIATED WITH LOCAL BLOW-OUT FAILURE 154 4.2.1.5 FAILURE LOAD ASSOCIATED WITH PULL-OUT/PULL-THROUGH FAILURE 155 4.2.1.6 FAILURE LOAD ASSOCIATED WITH SPLITTING OF THE CONCRETE 157 4.2.2 SHEAR 157 4.2.2.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 157 4.2.2.2 FAILURE LOAD ASSOCIATED WITH STEEL FAILURE 157 4.2.2.3 FAILURE LOAD ASSOCIATED WITH PRY-OUT FAILURE 158 4.2.2.4 FAILURE LOAD ASSOCIATED WITH CONCRETE EDGE BREAKOUT 158 4.2.3 COMBINED TENSION AND SHEAR 159 4.2.3.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 159 4.2.3.2 FAILURE LOAD 159 4.2.4 SUSTAINED LOADS 160 4.2.5 FATIGUE LOADING 162 5 BEHAVIOUR OF CAST-IN ANCHOR CHANNELS IN NON-CRACKED AND CRACKED CONCRETE 163 5.1 NON-CRACKED CONCRETE 163 5.1.1 TENSION 163 5.1.1.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 163 5.1.1.2 FAILURE LOAD ASSOCIATED WITH STEEL FAILURE 164 5.1.1.3 FAILURE LOAD ASSOCIATED WITH CONCRETE CONE BREAKOUT....: 165 5.1.1.4 FAILURE LOAD ASSOCIATED WITH LOCAL CONCRETE SIDE BLOW-OUT FAILURE 168 5.1.1.5 FAILURE LOAD ASSOCIATED WITH PULL-OUT FAILURE 168 . IX 5 1.1.6 FAILURE LOAD ASSOCIATED WITH SPLITTING OF THE CONCRETE 169 5J1.2 SHEAR 170 5 1.2.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 170 5.1.2.2 FAILURE, LOAD ASSOCIATED WITH STEEL FAILURE 170 5.1.2.3 FAILURE LOAD ASSOCIATED WITH PRY-OUT FAILURE . . 170 5.1.2.4 FAILURE LOAD ASSOCIATED WITH CONCRETE EDGE FAILURE 170 5.1.3 COMBINED TENSION AND SHEAR 178 5.1.4 SUSTAINED AND FATIGUE LOADING 179 5.2 CRACKED CONCRETE 179 6 BEHAVIOUR OF BONDED ANCHORS IN NON-CRACKED AND CRACKED CONCRETE 181 6.1 NON-CRACKED CONCRETE 181 6.1.1 TENSION LOAD , 181 6.1.1.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 181 6.1.1.2 FAILURE LOAD ASSOCIATED WITH STEEL FAILURE 184 6.1.1.3 FAILURE LOAD ASSOCIATED WITH CONCRETE BREAKOUT/PULL-OUT FAILURE 184 6.1.1.4 FAILURE LOAD ASSOCIATED WITH SPLITTING 200 6.1.2 ; SHEAR LOAD 200 6.1.2.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 200 .6.1.2.2 FAILURE LOAD ASSOCIATED WITH STEEL FAILURE 200 6.1.2.3 FAILURE LOAD ASSOCIATED WITH PRY-OUT FAILURE 200 ,6.1.2.4 ; FAILURE LOAD ASSOCIATED WITH CONCRETE EDGE BREAKOUT 200 6;1.3 COMBINED TENSION AND SHEAR LOAD 200 6.1.4 SUSTAINED AND FATIGUE LOADING ., 200 6.1.5 ENVIRONMENTAL FACTORS 202 6.2 CRACKED CONCRETE 204 6.2.1 TENSION LOAD 204 6:2.1.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 204 6.2.1.2 FAILURE LOAD CORRESPONDING TO STEEL FAILURE 205 6.2.1.3 FAILURE LOAD CORRESPONDING TO PULL-OUT FAILURE 205 6.2.1.4 FAILURE LOADS CORRESPONDING TO CONCRETE CONE FAILURE AND SPLITTING OF THE CONCRETE 206 6.2.2 SHEAR LOAD 207 6.2.3, COMBINED TENSION AND SHEAR LOAD 207 6.2.4 SUSTAINED AND FATIGUE LOADS 208 6:2.5 ENVIRONMENTAL FACTORS 208 6.3 BONDED UNDERCUT ANCHORS AND BONDED EXPANSION ANCHORS 208 6.3.1 NON-CRACKED CONCRETE 208 .* 6.3.2 CRACKED CONCRETE 208 5 6.3.2.1 TENSION LOAD 208 6.3.2.2 SHEAR AND COMBINED TENSION AND SHEAR LOAD 210 : 7 BEHAVIOUR OF PLASTIC ANCHORS IN NON-CRACKED AND CRACKED CONCRETE 211 . . 7.1 - NON-CRACKED CONCRETE 211 , 7,1.1 TENSION LOAD 211 7.1:2 SHEAR AND COMBINED TENSION AND SHEAR LOAD 215 7.1.3 LONG-TERM BEHAVIOUR 215 7.2 CRACKED CONCRETE 220 7.2.1 TENSION LOAD 220 7.2.2 SHEAR AND COMBINED TENSION AND SHEAR LOAD 222 7.2.3 LONG-TERM BEHAVIOUR 222 X CONTENTS 8 BEHAVIOUR OF POWER ACTUATED FASTENERS IN NON-CRACKED AND CRACKED CONCRETE 223 8.1 NON-CRACKED CONCRETE 223 8.1.1 TENSION LOAD :.. 223 8.1.2 SHEAR AND COMBINED TENSION AND SHEAR LOAD 224 8.1.3 SUSTAINED AND REPETITIVE LOADING 224 8.2 CRACKED CONCRETE 225 8.2.1 TENSION LOAD 225 8.2.2 SHEAR AND COMBINED TENSION AND SHEAR LOAD 226 9 -BEHAVIOUR OF SCREW ANCHORS IN NON-CRACKED AND CRACKED CONCRETE 227 9.1 INSTALLATION 227 9.2 NON-CRACKED CONCRETE 231 9.2.1 TENSION LOAD 231 9.2.1.1 LOAD-DISPLACEMENT BEHAVIOUR AND FAILURE MODES 231 9.2.1.2 FAILURE LOADS ASSOCIATED WITH STEEL FAILURE 231 9.2.1.3 FAILURE LOADS ASSOCIATED WITH PULL-OUT FAILURE 231 9.2.1.4 FAILURE LOADS ASSOCIATED WITH CONCRETE CONE FAILURE 231 9.2.2 SHEAR LOAD 233 9.2.2.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 233 9.2.2.2 FAILURE LOAD ASSOCIATED WITH STEEL FAILURE 233 9.2.2.3 FAILURE LOAD ASSOCIATED WITH PRY-OUT FAILURE 233 9.2.2.4 FAILURE LOAD ASSOCIATED WITH CONCRETE EDGE BREAKOUT 232 9.2.3 COMBINED TENSION AND SHEAR LOAD 234 9.2.4 SUSTAINED AND FATIGUE LOADS 23^ 9.3 CRACKED CONCRETE 23^ 9.3.1 TENSION LOAD 23 9.3.2 SHEAR LOAD AND COMBINED TENSION AND SHEAR LOAD 23F 9.3.3 SUSTAINED AND FATIGUE LOADS 23 10 BEHAVIOUR OF ANCHORS UNDER SEISMIC LOADING 23 10.1 ANCHOR APPLICATIONS 23 10.2 SEISMIC ACTIONS 23! 10.3 ASSUMPTIONS REGARDING THE CONDITION OF THE CONCRETE 23 10.4 BEHAVIOUR OF ANCHORS UNDER SEISMIC CONDITIONS 24 10.4.1 TENSION CYCLING 24 10.4.2 SHEAR CYCLING 24: 10.4.3 COMBINED TENSION AND SHEAR CYCLING 24. 10.4.4 LOADING RATE 24. 10.4.5 LOAD CYCLE SEQUENCE 24 10.4.6 CRACK CYCLING 24 11 BEHAVIOUR OF ANCHORS IN FIRE 24 12 CORROSION OF ANCHORS 25 CONTENTS XI 13 INFLUENCE OF FASTENINGS ON THE CAPACITY OF COMPONENTS IN WHICH THEY ARE INSTALLED 259 J4 DESIGN OF FASTENINGS 265 14.1 GENERAL 265 14.2 VERIFYING THE SUITABILITY OF AN ANCHOR SYSTEM 266 14.3 DESIGN OF FASTENINGS WITH POST-INSTALLED METAL EXPANSION, UNDERCUT AND BONDED EXPANSION ANCHORS ACCORDING TO THE EOTA GUIDELINE 267 14.3.1 GENERAL 267 14.3.2 SCOPE 268 14.3.3 DESIGN CONCEPT 269 14.3.3.1 ANALYSIS FOR THE ULTIMATE LIMIT STATE 269 14.3.3.2 ANALYSIS FOR THE SERVICEABILITY LIMIT STATE 270 14.3.4 .FORCES ON ANCHORS 271 14:3.5 .CHARACTERISTIC RESISTANCES 274 14.3.5.1 , TENSION RESISTANCES 275 14.3.5.2 *** * SHEAR RESISTANCES 277 14.3.5.3 COMBINED TENSION AND SHEAR 280 14:3.6 /SERVICEABILITY LIMIT STATE 281 14.3.6.1 ANCHOR DISPLACEMENTS 281 14.3.6.2 SHEAR LOAD WITH CHANGING SIGN 281 14.3.7 ADDITIONAL ANALYSES FOR ENSURING THE CHARACTERISTIC RESISTANCE OF CONCRETE MEMBER 281 14.3.7.1 GENERAL 281 .14.3.7.2 SHEAR RESISTANCE OF THE CONCRETE MEMBER 281 14.3.7.3, RESISTANCE TO SPLITTING FORCES 283 14.4 DESIGN OF FASTENINGS ACCORDING TO THE CEN TECHNICAL SPECIFICATION 283 14.4.1 GENERAL 283 14:4.2 SCOPE 283 14.4.3 BASIS OF DESIGN 285 14:4.4 PARTIAL SAFETY FACTORS 286 ,14.4.4.1 STATIC ACTIONS, INDIRECT ACTIONS AND FATIGUE ACTIONS 286 . 14.4.4.2 RESISTANCES 286 14AA.2.1 ULTIMATE LIMIT STATE (STATIC LOADING) AND SEISMIC LOADING 286 , 14.4.4.2.2 LIMIT STATE OF FATIGUE 287 14.4.4.2.3 SERVICEABILITY LIMIT STATE 287 144.5 FORCES ACTING ON FASTENERS 287 14.4.5.1 TENSION LOADS 287 14.4.5.2 SHEAR LOADS 287 14.4.5.2.1 DISTRIBUTION OF LOADS 287 14.4.5.2.2 SHEAR LOADS WITHOUT LEVER ARM 288 14:4.5.2.3 SHEAR LOADS WITH LEVER ARM 289 14.4.6 DESIGN OF HEADED FASTENERS 289 14.4.6.1 DETERMINATION OF ACTION EFFECTS 289 14.4.6.2 VERIFICATION OF ULTIMATE LIMIT STATE BY ELASTIC ANALYSIS 290 14.4.6.2.1 TENSION LOADS 290 14.4.6.2.2 SHEAR LOADS 293 14.4.6.2.3 COMBINED TENSION AND SHEAR LOADS 302 14.4.7 DESIGN OF ANCHOR CHANNELS 302 14.4.7.1 DERIVATION OF FORCES ACTING ON THE ANCHORS OF THE ANCHOR CHANNEL 303 14.4.7.1.1 TENSION LOADS 303 CONTENTS 14.4.7.1.2 SHEAR LOADS 304 14.4.7.2 TENSION FORCES IN THE SUPPLEMENTARY REINFORCEMENT 304 14.4.7.2.1 TENSION LOADS 304 14.4.7.2.2 SHEAR LOADS 304 14.4.7.3 VERIFICATION OF ULTIMATE LIMIT STATE BY ELASTIC ANALYSIS 305 14.4.7.3.1 TENSION LOADS 305 14.4.7.3.2 SHEAR LOADS 309 14.4.7.3.3 COMBINED TENSION AND SHEAR LOADS 313 14.4.7.3.3.1 ANCHOR CHANNELS WITHOUT SUPPLEMENTARY REINFORCEMENT 313 14.4.7.3.3.2 ANCHOR CHANNELS WITH SUPPLEMENTARY REINFORCEMENT 313 14.4.8 DESIGN OF POST-INSTALLED FASTENERS - MECHANICAL SYSTEMS 313 14.4.8.1 SCOPE 313 14.4.8.2 DETERMINATION OF ACTION EFFECTS 313 14.4.8.3 VERIFICATION OF ULTIMATE LIMIT STATE BY ELASTIC ANALYSIS 313 14.4.8.3.1 GENERAL 313 14.4.8.3.2 TENSION LOADS 314 14.4.8.3.3 SHEAR LOADS 314 14.4.8.3.4 COMBINED TENSION AND SHEAR LOADS 315 14.4.9 DESIGN OF POST-INSTALLED FASTENERS - CHEMICAL SYSTEMS 315 14.4.9.1 TENSION RESISTANCES 315 14.4.9.2 SHEAR LOADS 316 14.4.9.3 COMBINED TENSION AND SHEAR LOADS 316 14.4.10 FATIGUE LOADS 316 14.4.11 SEISMIC LOADS 319 14.4.11.1 GENERAL 319 14.4.11.2 ACTIONS 320 14.4.11.3 RESISTANCES 322 14.4.12 VERIFICATION OF SERVICEABILITY LIMIT STATE 322 14.4.13 FIRE 323 14.4.13.1 GENERAL 323 14.4.13.2 PARTIAL SAFETY FACTORS 323 14.4.13.3 RESISTANCE 323 14.4.13.3.1 TENSION LOADING 323 14.4.13.3.2 SHEAR LOADING 324 14.4.13.3.3 COMBINED TENSION AND SHEAR LOADING 325 14.4.14 PLASTIC DESIGN OF FASTENINGS WITH HEADED FASTENERS AND POST-INSTALLED FASTENERS 325 14.4.14.1 FIELD OF APPLICATION 325 14.4.14.2 LOADS ON FASTENINGS 326 14.4.14.3 DESIGN OF FASTENINGS 328 14.4.14.3.1 PARTIAL SAFETY FACTORS 328 14.4.14.3.2 RESISTANCE TO TENSION LOAD 328 14.4.14.3.3 RESISTANCE TO SHEAR LOAD 329 14.4.14.3.4 RESISTANCE TO COMBINED TENSION AND SHEAR LOAD 329 14.5 DESIGN OF FASTENINGS WITH CAST-IN AND POST-INSTALLED METAL ANCHORS ACCORDING TO ACI 318-05 APPENDIX D 330 14.5.1 GENERAL 330 14.5.2 SCOPE 330 14.5.3 DESIGN CONCEPT 331 14.5.3.1 ANALYSIS FOR THE ULTIMATE LIMIT STATE 331 14.5.3.2 SERVICEABILITY LIMIT STATE 333 14.5.4 FORCES ON ANCHORS 333 CONTENTS ; ^HL 14.5.5 CHARACTERISTIC RESISTANCES 333 14.5.5.1 GENERAL 333 14.5.5.2 TENSION RESISTANCE 333 14.5.5.3 SHEAR RESISTANCE 336 14.5.5.4 COMBINED TENSION AND SHEAR 339 14.5.6 REQUIRED EDGE DISTANCES, SPACINGS AND MEMBER THICKNESSES TO PRECLUDE SPLITTING FAILURE 339 14:5.7 RESISTANCE WHERE LOAD CASES INCLUDE SEISMIC FORCES 340 14,5.8 PROVISIONS OF ACI 349-01 APPENDIX B 340 14.5.8.1. SCOPE * 340 14.5.8.2 DUCTILE DESIGN REQUIREMENTS 340 14.5.8.3: BASEPLATE DESIGN 341 *REFERENCES 343 SUBJECT INDEX 371
adam_txt	ROLF ELIGEHAUSEN, RAINER MALLEE, JOHN F. SILVA ANCHORAGE IN CONCRETE CONSTRUCTION ,=RNST & SOHN A WILEY COMPANY ONTENTS INTRODUCTION 1 A HISTORICAL REVIEW 1 REQUIREMENTS FOR FASTENINGS 2 NATURE AND DIRECTION OF ACTIONS 2 FASTENING SYSTEMS 5 GENERAL 5 CAST-IN-PLACE SYSTEMS 5 LIFTING INSERTS 6 ANCHOR CHANNELS 7 HEADED STUDS 9 THREADED SLEEVES 9 DRILLED-IN SYSTEMS 10 DRILLING TECHNIQUES 10 INSTALLATION CONFIGURATIONS 10 DRILLED-IN ANCHOR TYPES 11 MECHANICAL EXPANSION ANCHORS 11 UNDERCUT ANCHORS 16 BONDED ANCHORS 19 SCREW ANCHORS 25 CEILING HANGERS 25 PLASTIC ANCHORS 27 DIRECT INSTALLATION 29 PRINCIPLES 33 GENERAL 33 BEHAVIOUR OF CONCRETE IN TENSION 34 FAILURE MECHANISMS OF FASTENINGS 37 THEORETICAL STUDIES 37 EXPERIMENTAL STUDIES 45 CONCLUSIONS DRAWN FROM THEORETICAL AND EXPERIMENTAL STUDIES 50 CRACKED CONCRETE 51 WHY ANCHORS MAY USE THE TENSILE STRENGTH OF CONCRETE 54 PRESTRESSING OF ANCHORS 55 LOADS ON ANCHORS 58 CALCULATION ACCORDING TO ELASTIC THEORY 58 TENSION LOAD 58 SHEAR LOADS 59 CALCULATION ACCORDING TO NON-LINEAR METHODS 61 CALCULATION OF LOADS ON ANCHORS OF ANCHOR CHANNELS 61 TENSION LOADS 61 SHEAR LOADS 63 CONTENTS 4 BEHAVIOUR OF HEADED STUDS, UNDERCUT ANCHORS AND METAL EXPANSION ANCHORS IN NON-CRACKED AND CRACKED CONCRETE 65 4.1 NON-CRACKED CONCRETE 65 4.1.1 TENSION LOAD I 65 4.1.1.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 65 4.1.1.2 FAILURE LOAD ASSOCIATED WITH STEEL RUPTURE 68 4.1.1.3 FAILURE LOAD ASSOCIATED WITH CONCRETE CONE BREAKOUT 69 4.1.1.4 FAILURE LOAD FOR LOCAL CONCRETE SIDE BLOW-OUT FAILURE 93 4.1.1.5 FAILURE LOADS ASSOCIATED WITH PULL-OUT AND PULL-THROUGH FAILURES 97 4.1.1.6 FAILURE LOAD ASSOCIATED WITH SPLITTING OF THE CONCRETE 100 4.1.2 SHEAR 103 4.1.2.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 103 4.1.2.2 FAILURE LOAD ASSOCIATED WITH STEEL RUPTURE 105 4.1.2.3 FAILURE LOAD ASSOCIATED WITH PRY-OUT 109 4.1.2.4 CONCRETE EDGE FAILURE FOR A SHEAR LOAD PERPENDICULAR TO THE EDGE 112 4.1.2.5 CONCRETE EDGE BREAKOUT LOAD ASSOCIATED WITH SHEAR LOADS ORIENTED AT AN ANGLE A 90 TO THE EDGE 125 4.1.3 COMBINED TENSION AND SHEAR (OBLIQUE LOADING) 128 4.1.3.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 128 4.1.3.2 FAILURE LOAD 132 4.1.4 BENDING OF THE BASEPLATE 137 4.1.5 SUSTAINED LOADS 138 4.1.6 FATIGUE LOADING 139 4.2 CRACKED CONCRETE 142 4.2.1 TENSION 143 4.2.1.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 143 4.2.1.2 FAILURE LOAD CORRESPONDING TO STEEL FAILURE 146 4.2.1.3 FAILURE LOAD ASSOCIATED WITH CONCRETE CONE BREAKOUT 146 4.2.1.4 FAILURE LOAD ASSOCIATED WITH LOCAL BLOW-OUT FAILURE 154 4.2.1.5 FAILURE LOAD ASSOCIATED WITH PULL-OUT/PULL-THROUGH FAILURE 155 4.2.1.6 FAILURE LOAD ASSOCIATED WITH SPLITTING OF THE CONCRETE 157 4.2.2 SHEAR 157 4.2.2.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 157 4.2.2.2 FAILURE LOAD ASSOCIATED WITH STEEL FAILURE 157 4.2.2.3 FAILURE LOAD ASSOCIATED WITH PRY-OUT FAILURE 158 4.2.2.4 FAILURE LOAD ASSOCIATED WITH CONCRETE EDGE BREAKOUT 158 4.2.3 COMBINED TENSION AND SHEAR 159 4.2.3.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 159 4.2.3.2 FAILURE LOAD 159 4.2.4 SUSTAINED LOADS 160 4.2.5 FATIGUE LOADING 162 5 BEHAVIOUR OF CAST-IN ANCHOR CHANNELS IN NON-CRACKED AND CRACKED CONCRETE 163 5.1 NON-CRACKED CONCRETE 163 5.1.1 TENSION 163 5.1.1.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 163 5.1.1.2 FAILURE LOAD ASSOCIATED WITH STEEL FAILURE 164 5.1.1.3 FAILURE LOAD ASSOCIATED WITH CONCRETE CONE BREAKOUT.: 165 5.1.1.4 FAILURE LOAD ASSOCIATED WITH LOCAL CONCRETE SIDE BLOW-OUT FAILURE 168 5.1.1.5 FAILURE LOAD ASSOCIATED WITH PULL-OUT FAILURE 168 . IX 5 1.1.6 FAILURE LOAD ASSOCIATED WITH SPLITTING OF THE CONCRETE 169 5J1.2 SHEAR 170 5 1.2.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 170 5.1.2.2 FAILURE, LOAD ASSOCIATED WITH STEEL FAILURE 170 5.1.2.3 FAILURE LOAD ASSOCIATED WITH PRY-OUT FAILURE .". 170 5.1.2.4 FAILURE LOAD ASSOCIATED WITH CONCRETE EDGE FAILURE 170 5.1.3 COMBINED TENSION AND SHEAR 178 5.1.4 SUSTAINED AND FATIGUE LOADING 179 5.2 CRACKED CONCRETE 179 6 BEHAVIOUR OF BONDED ANCHORS IN NON-CRACKED AND CRACKED CONCRETE 181 6.1 NON-CRACKED CONCRETE 181 6.1.1 TENSION LOAD , 181 6.1.1.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 181 6.1.1.2 FAILURE LOAD ASSOCIATED WITH STEEL FAILURE 184 6.1.1.3 FAILURE LOAD ASSOCIATED WITH CONCRETE BREAKOUT/PULL-OUT FAILURE 184 6.1.1.4 FAILURE LOAD ASSOCIATED WITH SPLITTING 200 6.1.2 ; SHEAR LOAD 200 6.1.2.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 200 .6.1.2.2 FAILURE LOAD ASSOCIATED WITH STEEL FAILURE 200 6.1.2.3 FAILURE LOAD ASSOCIATED WITH PRY-OUT FAILURE 200 ,6.1.2.4 ;' FAILURE LOAD ASSOCIATED WITH CONCRETE EDGE BREAKOUT 200 6;1.3 COMBINED TENSION AND SHEAR LOAD 200 6.1.4 SUSTAINED AND FATIGUE LOADING ., 200 6.1.5 ENVIRONMENTAL FACTORS 202 6.2 CRACKED CONCRETE 204 6.2.1 TENSION LOAD 204 6:2.1.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 204 6.2.1.2 FAILURE LOAD CORRESPONDING TO STEEL FAILURE 205 6.2.1.3 FAILURE LOAD CORRESPONDING TO PULL-OUT FAILURE 205 6.2.1.4 FAILURE LOADS CORRESPONDING TO CONCRETE CONE FAILURE AND SPLITTING OF THE CONCRETE 206 6.2.2 SHEAR LOAD 207 6.2.3, COMBINED TENSION AND SHEAR LOAD 207 6.2.4 SUSTAINED AND FATIGUE LOADS 208 6:2.5 ENVIRONMENTAL FACTORS 208 6.3 BONDED UNDERCUT ANCHORS AND BONDED EXPANSION ANCHORS 208 6.3.1 NON-CRACKED CONCRETE 208 .* 6.3.2 CRACKED CONCRETE 208 5 6.3.2.1 TENSION LOAD 208 "6.3.2.2 SHEAR AND COMBINED TENSION AND SHEAR LOAD 210 : 7 BEHAVIOUR OF PLASTIC ANCHORS IN NON-CRACKED AND CRACKED CONCRETE 211 .'.'7.1'- NON-CRACKED CONCRETE 211 , 7,1.1 TENSION LOAD 211 7.1:2 SHEAR AND COMBINED TENSION AND SHEAR LOAD 215 7.1.3 LONG-TERM BEHAVIOUR 215 7.2 CRACKED CONCRETE 220 7.2.1 TENSION LOAD 220 7.2.2 SHEAR AND COMBINED TENSION AND SHEAR LOAD 222 7.2.3 LONG-TERM BEHAVIOUR 222 X CONTENTS 8 BEHAVIOUR OF POWER ACTUATED FASTENERS IN NON-CRACKED AND CRACKED CONCRETE 223 8.1 NON-CRACKED CONCRETE 223 8.1.1 TENSION LOAD :. 223 8.1.2 SHEAR AND COMBINED TENSION AND SHEAR LOAD 224 8.1.3 SUSTAINED AND REPETITIVE LOADING 224 8.2 CRACKED CONCRETE 225 8.2.1 TENSION LOAD 225 8.2.2 SHEAR AND COMBINED TENSION AND SHEAR LOAD 226 9 -BEHAVIOUR OF SCREW ANCHORS IN NON-CRACKED AND CRACKED CONCRETE 227 9.1 INSTALLATION 227 9.2 NON-CRACKED CONCRETE 231 9.2.1 TENSION LOAD 231 9.2.1.1 LOAD-DISPLACEMENT BEHAVIOUR AND FAILURE MODES 231 9.2.1.2 FAILURE LOADS ASSOCIATED WITH STEEL FAILURE 231 9.2.1.3 FAILURE LOADS ASSOCIATED WITH PULL-OUT FAILURE 231 9.2.1.4 FAILURE LOADS ASSOCIATED WITH CONCRETE CONE FAILURE 231 9.2.2 SHEAR LOAD 233 9.2.2.1 LOAD-DISPLACEMENT BEHAVIOUR AND MODES OF FAILURE 233 9.2.2.2 FAILURE LOAD ASSOCIATED WITH STEEL FAILURE 233 9.2.2.3 FAILURE LOAD ASSOCIATED WITH PRY-OUT FAILURE 233 9.2.2.4 FAILURE LOAD ASSOCIATED WITH CONCRETE EDGE BREAKOUT 232 9.2.3 COMBINED TENSION AND SHEAR LOAD 234 9.2.4 SUSTAINED AND FATIGUE LOADS 23^ 9.3 CRACKED CONCRETE 23^ 9.3.1 TENSION LOAD 23' 9.3.2 SHEAR LOAD AND COMBINED TENSION AND SHEAR LOAD 23F 9.3.3 SUSTAINED AND FATIGUE LOADS 23' 10 BEHAVIOUR OF ANCHORS UNDER SEISMIC LOADING 23' 10.1 ANCHOR APPLICATIONS 23' 10.2 SEISMIC ACTIONS 23! 10.3 ASSUMPTIONS REGARDING THE CONDITION OF THE CONCRETE 23 10.4 BEHAVIOUR OF ANCHORS UNDER SEISMIC CONDITIONS 24 10.4.1 TENSION CYCLING 24 10.4.2 SHEAR CYCLING 24: 10.4.3 COMBINED TENSION AND SHEAR CYCLING 24. 10.4.4 LOADING RATE 24. 10.4.5 LOAD CYCLE SEQUENCE 24 10.4.6 CRACK CYCLING 24 11 BEHAVIOUR OF ANCHORS IN FIRE 24 12 CORROSION OF ANCHORS 25 CONTENTS XI 13 INFLUENCE OF FASTENINGS ON THE CAPACITY OF COMPONENTS IN WHICH THEY ARE INSTALLED 259 J4 DESIGN OF FASTENINGS 265 14.1 GENERAL 265 14.2 VERIFYING THE SUITABILITY OF AN ANCHOR SYSTEM 266 14.3 DESIGN OF FASTENINGS WITH POST-INSTALLED METAL EXPANSION, UNDERCUT AND BONDED EXPANSION ANCHORS ACCORDING TO THE EOTA GUIDELINE 267 14.3.1 GENERAL 267 14.3.2 SCOPE 268 14.3.3 DESIGN CONCEPT 269 14.3.3.1 ANALYSIS FOR THE ULTIMATE LIMIT STATE 269 14.3.3.2 ANALYSIS FOR THE SERVICEABILITY LIMIT STATE 270 14.3.4 .FORCES ON ANCHORS 271 14:3.5 .CHARACTERISTIC RESISTANCES 274 14.3.5.1 , TENSION RESISTANCES 275 14.3.5.2 **' SHEAR RESISTANCES 277 14.3.5.3 COMBINED TENSION AND SHEAR 280 14:3.6 /SERVICEABILITY LIMIT STATE 281 14.3.6.1 ANCHOR DISPLACEMENTS 281 14.3.6.2 SHEAR LOAD WITH CHANGING SIGN 281 14.3.7 ADDITIONAL ANALYSES FOR ENSURING THE CHARACTERISTIC RESISTANCE OF CONCRETE MEMBER 281 14.3.7.1 GENERAL 281 .14.3.7.2 SHEAR RESISTANCE OF THE CONCRETE MEMBER 281 14.3.7.3, RESISTANCE TO SPLITTING FORCES 283 14.4 DESIGN OF FASTENINGS ACCORDING TO THE CEN TECHNICAL SPECIFICATION 283 14.4.1 GENERAL 283 14:4.2 SCOPE 283 14.4.3 BASIS OF DESIGN 285 14:4.4 PARTIAL SAFETY FACTORS 286 ,14.4.4.1 STATIC ACTIONS, INDIRECT ACTIONS AND FATIGUE ACTIONS 286 . 14.4.4.2 RESISTANCES 286 14AA.2.1 ULTIMATE LIMIT STATE (STATIC LOADING) AND SEISMIC LOADING 286 , 14.4.4.2.2 LIMIT STATE OF FATIGUE 287 14.4.4.2.3 SERVICEABILITY LIMIT STATE 287 144.5 FORCES ACTING ON FASTENERS 287 14.4.5.1 TENSION LOADS 287 14.4.5.2 SHEAR LOADS 287 14.4.5.2.1 DISTRIBUTION OF LOADS 287 14.4.5.2.2 SHEAR LOADS WITHOUT LEVER ARM 288 14:4.5.2.3 SHEAR LOADS WITH LEVER ARM 289 14.4.6 DESIGN OF HEADED FASTENERS 289 14.4.6.1 DETERMINATION OF ACTION EFFECTS 289 14.4.6.2 VERIFICATION OF ULTIMATE LIMIT STATE BY ELASTIC ANALYSIS 290 14.4.6.2.1 TENSION LOADS 290 14.4.6.2.2 SHEAR LOADS 293 14.4.6.2.3 COMBINED TENSION AND SHEAR LOADS 302 14.4.7 DESIGN OF ANCHOR CHANNELS 302 14.4.7.1 DERIVATION OF FORCES ACTING ON THE ANCHORS OF THE ANCHOR CHANNEL 303 14.4.7.1.1 TENSION LOADS 303 CONTENTS 14.4.7.1.2 SHEAR LOADS 304 14.4.7.2 TENSION FORCES IN THE SUPPLEMENTARY REINFORCEMENT 304 14.4.7.2.1 TENSION LOADS 304 14.4.7.2.2 SHEAR LOADS 304 14.4.7.3 VERIFICATION OF ULTIMATE LIMIT STATE BY ELASTIC ANALYSIS 305 14.4.7.3.1 TENSION LOADS 305 14.4.7.3.2 SHEAR LOADS 309 14.4.7.3.3 COMBINED TENSION AND SHEAR LOADS 313 14.4.7.3.3.1 ANCHOR CHANNELS WITHOUT SUPPLEMENTARY REINFORCEMENT 313 14.4.7.3.3.2 ANCHOR CHANNELS WITH SUPPLEMENTARY REINFORCEMENT 313 14.4.8 DESIGN OF POST-INSTALLED FASTENERS - MECHANICAL SYSTEMS 313 14.4.8.1 SCOPE 313 14.4.8.2 DETERMINATION OF ACTION EFFECTS 313 14.4.8.3 VERIFICATION OF ULTIMATE LIMIT STATE BY ELASTIC ANALYSIS 313 14.4.8.3.1 GENERAL 313 14.4.8.3.2 TENSION LOADS 314 14.4.8.3.3 SHEAR LOADS 314 14.4.8.3.4 COMBINED TENSION AND SHEAR LOADS 315 14.4.9 DESIGN OF POST-INSTALLED FASTENERS - CHEMICAL SYSTEMS 315 14.4.9.1 TENSION RESISTANCES 315 14.4.9.2 SHEAR LOADS 316 14.4.9.3 COMBINED TENSION AND SHEAR LOADS 316 14.4.10 FATIGUE LOADS 316 14.4.11 SEISMIC LOADS 319 14.4.11.1 GENERAL 319 14.4.11.2 ACTIONS 320 14.4.11.3 RESISTANCES 322 14.4.12 VERIFICATION OF SERVICEABILITY LIMIT STATE 322 14.4.13 FIRE 323 14.4.13.1 GENERAL 323 14.4.13.2 PARTIAL SAFETY FACTORS 323 14.4.13.3 RESISTANCE 323 14.4.13.3.1 TENSION LOADING 323 14.4.13.3.2 SHEAR LOADING 324 14.4.13.3.3 COMBINED TENSION AND SHEAR LOADING 325 14.4.14 PLASTIC DESIGN OF FASTENINGS WITH HEADED FASTENERS AND POST-INSTALLED FASTENERS 325 14.4.14.1 FIELD OF APPLICATION 325 14.4.14.2 LOADS ON FASTENINGS 326 14.4.14.3 DESIGN OF FASTENINGS 328 14.4.14.3.1 PARTIAL SAFETY FACTORS 328 14.4.14.3.2 RESISTANCE TO TENSION LOAD 328 14.4.14.3.3 RESISTANCE TO SHEAR LOAD 329 14.4.14.3.4 RESISTANCE TO COMBINED TENSION AND SHEAR LOAD 329 14.5 DESIGN OF FASTENINGS WITH CAST-IN AND POST-INSTALLED METAL ANCHORS ACCORDING TO ACI 318-05 APPENDIX D 330 14.5.1 GENERAL 330 14.5.2 SCOPE 330 14.5.3 DESIGN CONCEPT 331 14.5.3.1 ANALYSIS FOR THE ULTIMATE LIMIT STATE 331 14.5.3.2 SERVICEABILITY LIMIT STATE 333 14.5.4 FORCES ON ANCHORS 333 CONTENTS ; ^HL 14.5.5 CHARACTERISTIC RESISTANCES 333 14.5.5.1 GENERAL 333 14.5.5.2 TENSION RESISTANCE 333 14.5.5.3 SHEAR RESISTANCE 336 14.5.5.4 'COMBINED TENSION AND SHEAR 339 14.5.6 REQUIRED EDGE DISTANCES, SPACINGS AND MEMBER THICKNESSES TO "PRECLUDE SPLITTING FAILURE 339 14:5.7 RESISTANCE WHERE LOAD CASES INCLUDE SEISMIC FORCES 340 14,5.8 PROVISIONS OF ACI 349-01 APPENDIX B 340 14.5.8.1. SCOPE * 340 14.5.8.2 'DUCTILE DESIGN REQUIREMENTS 340 14.5.8.3: BASEPLATE DESIGN 341 *REFERENCES 343 SUBJECT INDEX 371
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author	Eligehausen, Rolf 1942- Mallée, Rainer 1949- Silva, John F.
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dewey-sort	3624.1 3834
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id	DE-604.BV021522448
illustrated	Illustrated
index_date	2024-07-02T14:22:53Z
indexdate	2025-02-20T06:41:16Z
institution	BVB
isbn	3433011435 9783433011430
language	English
oai_aleph_id	oai:aleph.bib-bvb.de:BVB01-014738934
oclc_num	49584656
open_access_boolean
owner	DE-91 DE-BY-TUM DE-863 DE-BY-FWS DE-898 DE-BY-UBR
owner_facet	DE-91 DE-BY-TUM DE-863 DE-BY-FWS DE-898 DE-BY-UBR
physical	XIII, 378 S. Ill., graph. Darst.
publishDate	2006
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publisher	Ernst
record_format	marc
spellingShingle	Eligehausen, Rolf 1942- Mallée, Rainer 1949- Silva, John F. Anchorage in concrete construction Anchorage (Structural engineering) Concrete construction Verankerung (DE-588)4187519-9 gnd Betonkonstruktion (DE-588)4144990-3 gnd
subject_GND	(DE-588)4187519-9 (DE-588)4144990-3
title	Anchorage in concrete construction
title_auth	Anchorage in concrete construction
title_exact_search	Anchorage in concrete construction
title_exact_search_txtP	Anchorage in concrete construction
title_full	Anchorage in concrete construction Rolf Eligehausen ; Rainer Mallée ; John F. Silva
title_fullStr	Anchorage in concrete construction Rolf Eligehausen ; Rainer Mallée ; John F. Silva
title_full_unstemmed	Anchorage in concrete construction Rolf Eligehausen ; Rainer Mallée ; John F. Silva
title_short	Anchorage in concrete construction
title_sort	anchorage in concrete construction
topic	Anchorage (Structural engineering) Concrete construction Verankerung (DE-588)4187519-9 gnd Betonkonstruktion (DE-588)4144990-3 gnd
topic_facet	Anchorage (Structural engineering) Concrete construction Verankerung Betonkonstruktion
url	http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=014738934&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA
work_keys_str_mv	AT eligehausenrolf anchorageinconcreteconstruction AT malleerainer anchorageinconcreteconstruction AT silvajohnf anchorageinconcreteconstruction

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