Publications
Proceedings pro021 : International RILEM Symposium on Connections between Steel and Concrete
Title: International RILEM Symposium on Connections between Steel and Concrete Edited by R. Eligehausen ISBN: 2-912143-25-X e-ISBN: 2351580346 Pages: 1448 Publication date: 2001 |
Anchorage by fasteners and composite structures of steel and concrete have seen dramatic progress in research, technology and application over the past decade. The understanding of the fundamental principles underlying both disciplines has significantly improved. Concurrently, there has been rapid growth in the development of sophisticated new products and the establishment of international directives and codes to ensure their safe and economical use in a wide range of engineered structures.
Although they deal with very similar problems, the two disciplines have developed independently from each other. To optimize the use of composite structures and fastenings to concrete, however, it is necessary to have knowledge of both: the local behavior of the fastening system and the global behavior of the structure. The aim of the symposium was to create a forum to offer the experts in practice and research of both fields the opportunity to benefit from the exchange of latest knowledge in technology, developments and new areas of research.
This book forms the proceedings of the symposium which brought together leading experts from all facets of the research, design, construction and anchor manufacturing community from around the world. Their lectures covered the topics
ˇ testing
ˇ behavior and design
ˇ durability
ˇ exceptional applications, strengthening and structures
ˇ related topics such as anchorage to masonry
In total 134 papers are gathered in these 2 volumes.
Contents
Preface Author(s): R. Eligehausen |
Pages: XXI - XXII |
Part one: Keynote lectures
Where structural steel and concrete meet Author(s): J.W.B. Stark, D.A. Hordijk |
Pages: 1 - 10 |
Fastening technique - Current status and future trends Author(s): R. Eligehausen, I. Hofacker, S. Lettow |
Pages: 11 - 27 |
Part two: Design
Anchoring to concrete: the new ACI approach Author(s): J.E. Breen, E.-M. Eichinger, W. Fuchs |
Pages: 31 - 44 |
Evolution of fastening design methods in Europe Author(s): W. Fuchs |
Pages: 45 - 60 |
Probabilistic calibration of design methods Author(s): W. Fuchs |
Pages: 61 - 71 |
Current status of post-installed anchor application in Japan Author(s): R. Tanaka |
Pages: 72 - 79 |
Design method for splitting failure mode of fastenings Author(s): J. Asmus, R. Eligehausen |
Pages: 80 - 89 |
Behaviour and design of fastenings of shear lugs in concrete Author(s): H. Michler, M. Curbach |
Pages: 90 - 101 |
Safety relevant aspects for torque controlled expansion anchors Author(s): H. Gassner, E. Wisser |
Pages: 102 - 107 |
Study on standard test methods for post-installed anchors Author(s): Y. Hosokawa, K. Nakano, Y. Oohaga, S. Usami, K. Imai |
Pages: 108 - 117 |
Static behavior of anchors under combinations of tension and shear loading Author(s): D. Lotze, R.E. Klingner, H.L. Graves, III |
Pages: 118 - 128 |
Improved structural model for channel bars with more than 2 anchors Author(s): J. Kraus, J. Ozbolt, R. Eligehausen |
Pages: 129 - 141 |
Anchors in low and high strength concrete Author(s): J. Kunz, Y. Yamamoto, M. Berra |
Pages: 142 - 149 |
Development of common uniform regulations in Europe for the assessment of metal anchors Author(s): K. Laternser |
Pages: 150 - 157 |
Behavior of multiple-anchor fastenings subjected to combined tension/shear loads and bending moment Author(s): L. Li, R. Eligehausen |
Pages: 158 - 169 |
Load bearing capacity of torque-controlled expansion anchors Author(s): L. Li |
Pages: 170 - 177 |
Behaviour and design of anchors close to an edge under torsion Author(s): R. Mallée |
Pages: 178 - 185 |
Fixing new anchors: concerning relevant base plate thickness Author(s): R. Mallée, F. Burkhardt |
Pages: 186 - 195 |
Installation verification of mechanical and adhesive anchors Author(s): L. Mattis |
Pages: 196 - 201 |
Steel capacity of headed studs loaded in shear Author(s): N.S. Anderson, D.F. Meinheit |
Pages: 202 - 211 |
The analysis of fastener strength using the limit state approach Author(s): J.J. Melcher, M. Karmazínová |
Pages: 212 - 219 |
Behavior of shear anchors in concrete stastical analysis and design recommendations Author(s): H. Muratli, R.E. Klingner, H.L. Graves, III |
Pages: 220 - 230 |
Study on shear transfer of joint steel bar and concrete shear key in concrete connections Author(s): K. Nakano, Y. Matsuzaki |
Pages: 231 - 240 |
Performance of undercut anchors in comparison to cast-in-place headed studs Author(s): P. Pusill-Wachtsmuth |
Pages: 241 - 250 |
Shear anchoring in concrete close to edge Author(s): N. Randl, M. John |
Pages: 251 - 260 |
Behavior of tensile anchors in concrete: statistical analysis and design recommendations Author(s): M. Shirvani, R.E. Klingner, H.L. Graves, III |
Pages: 261 - 271 |
Performance of single anchors near an edge under varying angles of loading Author(s): R.E. Wollmershauser, U. Nestler, V. Smith |
Pages: 272 - 281 |
The prequalification of anchors in the united states of america: past, present and future Author(s): R.E. Wollmershauser |
Pages: 282 - 289 |
On the ratio of plate thickness to stud diameters for steel concrete stud shear connectors Author(s): H.D. Wright, A. Elbadawy, R. Cairns |
Pages: 290 - 299 |
Incorporation of the size effect and other factors in strength design of concrete fastenings, in the context of the CEB Design Guide Author(s): V.I. Yagust, D.Z. Yankelevsky |
Pages: 300 - 309 |
Part three: Durability/Fire
Corrosion behavior of materials in fixing applications Author(s): N. Arnold |
Pages: 313 - 319 |
Behaviour of post-installed anchors in case of fire Author(s): K. Bergmeister, A. Rieder |
Pages: 320 - 328 |
Durability of galvanized, post-installed fasteners to concrete Author(s): K. Menzel, B. Hagmayer |
Pages: 329 - 337 |
Durability of stainless steel connections with respect to corrosion Author(s): U. Nürnberger |
Pages: 338 - 351 |
Fibre resistance of steel anchors in concrete Author(s): M. Reick |
Pages: 352 - 357 |
Part four: Bonded anchors
Anchoring with bonded fasteners Author(s): R.A. Cook, R.C. Konz |
Pages: 361 - 370 |
Experimental study on performance of bonded anchors in the low strength reinforced concrete Author(s): T. Akiyama, Y. Yamamoto, S. Ichihashi, T. Katagiri |
Pages: 371 - 380 |
Behavior of grouted anchors Author(s): R.A. Cook, N.A. Zamora, R.C. Konz |
Pages: 381 - 390 |
Long time load-carrying capacity of bonded anchors Author(s): L. Elfgren, G. Danielsson, I. Holm, G. Söderlind |
Pages: 391 - 401 |
Transmission of shear loads with post-installed rebars Author(s): J. Kunz |
Pages: 402 - 410 |
Design of anchorages with bonded anchors tension load Author(s): B. Lehr, R. Eligehausen |
Pages: 411 - 421 |
Load bearing bahavior and design of single adhesive anchors Author(s): J. Meszaros, R. Eligehausen |
Pages: 422 - 432 |
Rebar anchorage in concrete with injections adhesive Author(s): M. Reuter, T. Greppmeir, F. Münger |
Pages: 433 - 442 |
Investigations on bonding behaviour of the reinforcements in historic masonry Author(s): M. Raupach, J. Brockmann, A. Domink, M. Schürholz |
Pages: 443 - 455 |
Actual trends in chemical fixings: from capsule to injection systems Author(s): J. Schätzle |
Pages: 456 - 460 |
Performance of bonded anchors in dependence of installation conditions, state of cure - Deformation behavior at elevated temperatures Author(s): G.W. Ehrenstein, A. Tome |
Pages: 461 - 469 |
Study on the performance evaluation of the new capsule typed bonded anchor Author(s): M. Yonetani, A. Fukuoka, Y. Matsuzaki |
Pages: 470 - 476 |
Part five: Seismic behaviour
Seismic behavior of connections between steel and concrete Author(s): J.O. Jirsa |
Pages: 479 - 480 |
Test on connectors for seismic retrofitting of concrete and masonry structures in Mexico Author(s): S.M. Alcocer, L. Flores |
Pages: 481 - 490 |
Design and construction of heavy industrial anchorage for power-plants Author(s): P.J. Carrato, W.F. Brittle |
Pages: 491 - 497 |
Dynamic behavior of single and double near-edge anchors loaded in shear Author(s): J.H. Gross, R.E. Klingner, H.L. Graves, III |
Pages: 498 - 508 |
Post-installed rebar connections under seismic loading Author(s): I. Hofacker, R. Eligehausen |
Pages: 509 - 520 |
An evaluation of tensile capacity of anchor system in NPPS by actual model tests Author(s): J. Jung-Bum, W. Sang-Kyun, S. Yong-Pyo, L. Jong-Rim |
Pages: 521 - 530 |
Structural behavior of SRC column - RC beam joint under monotonic and cyclic load Author(s): S.-H. Lee, Y.-K. Ju, S.-C. Chun, D.-Y. Kim |
Pages: 531 - 540 |
Dynamic behavior of tensile anchors to concrete Author(s): M. Rodriguez, D. Lotze, J. Hallowell Gross, Y.-G. Zhang, R.E. Klingner, H.L. Graves, III |
Pages: 541 - 550 |
Test methods for seismic qualification of post-installed anchors Author(s): J.F. Silva |
Pages: 551 - 563 |
Safety concept for fastenings in nuclear power plants Author(s): T.M. Sippel, J. Asmus, R. Eligehausen |
Pages: 564 - 575 |
Experimental study on seismic performance of beam members connected with post-installed anchors Author(s): R. Tanaka, K. Oba |
Pages: 576 - 585 |
Shallow shear anchor bolts for structural seismic strengthening of columns with wing wall Author(s): Y. Yamamoto, Y. Hattori, T. Koh, M. Kato |
Pages: 586 - 595 |
Seismic response of multiple-anchor connections to concrete Author(s): Z. Yong-gang, R.E. Klingner, H.L. Graves, III |
Pages: 596 - 605 |
Part six: Numerical simulation
Smeared fracture Finite Element (FE) - Analysis of reinforced concrete structures - Theory and examples Author(s): J. Ozblot |
Pages: 609 - 624 |
Numerical and experimental investigations of the splitting failure mode of fastenings Author(s): J. Asmus, J. Ozbolt |
Pages: 625 - 636 |
Three dimensional modeling of an anchorage to concrete using metal anchor bolts Author(s): H. Boussa, G. Mounajed, B. Mesureur, J.-V. Heck |
Pages: 637 - 646 |
Influence of bending compressive stresses on the concrete cone capacity Author(s): M. Bruckner, R. Eligehausen, J. Ozbolt |
Pages: 647 - 657 |
ATENA - An advanced tool for engineering analysis of connections Author(s): V. Cervenka, J. Cervenka, R. Pukl |
Pages: 658 - 667 |
A computational model for double-head studs Author(s): A. Haufe, E. Ramm |
Pages: 668 - 677 |
Behavior and design of fastenings with headed anchors at the edge under arbitrary loading direction Author(s): J. Hoffmann, J. Ozbolt, R. Eligehausen |
Pages: 678 - 688 |
Evaluation of a bridge deck strengthening with shear connectors: finite element analysis and experimental results Author(s): A.J. Leite |
Pages: 689 - 697 |
Numerical analysis of group effect in bonded anchors with different bond strengths Author(s): Y.-J. Li, R. Eligehausen |
Pages: 699 - 707 |
Simulation of fastening systems utilizing chemical and mechanical anchors Author(s): J. Nienstedt, R. Mattner, U. Nestler, C. Song |
Pages: 708 - 716 |
Headed stud anchor - Cyclic loading and creep-cracking interaction of concrete Author(s): J. Ozbolt, J. Hofmann, R. Eligehausen |
Pages: 717 - 728 |
Numerical investigations of headed studs with inclined shoulder Author(s): P. Pivonka, R. Lackner, H.A. Mang |
Pages: 729 - 746 |
Simulating investigations of headed studs with inclined shoulder Author(s): R. Pukl, J. Cervenka, V. Cervenka |
Pages: 747 - 756 |
Part seven: Applications
Non-supported crash barriers - Proof of the concrete resistances according to the concrete-capacity-method Author(s): J. Buhler |
Pages: 759 - 765 |
Reconstruction of multi-layer-walls Author(s): E. Dereser, J. Buhler |
Pages: 766 - 773 |
Load carrying capacity of fasteners in concrete railay sleepers Author(s): H. Thun, S. Utsi, L. Elfgren, P. Nilsson, B. Paulsson |
Pages: 774 - 784 |
Anchorage with headed bars with exterior beam-column joints Author(s): J. Hegger, W. Roeser |
Pages: 785 - 794 |
Halfen HDB-S bars as shear reinforcement in slabs and beams Author(s): J. Hegger, K. Fröhlich, R. Beutel, W. Roeser |
Pages: 795 - 804 |
Behaviour of fasteners in concrete with coarse recycled concrete and masonry aggregates Author(s): D.A. Hordijk, R. van der pluijm |
Pages: 805 - 814 |
Regarding strength of anchor bolts used for PCa Curtain wall fasteners Author(s): H. Kawamura, T. Otobe, S. Oka |
Pages: 815 - 824 |
New method of reconstruction - Strengthening of old buildings Author(s): M. Marjanishvili, T. Zuzadze, D. Ramishvili, A. Lebanidze |
Pages: 825 - 835 |
Fastening in masonry Author(s): A. Meyer, T. Pregartner |
Pages: 836 - 846 |
Study on design method of joint panels for hybrid railway rigid-frame bridges Author(s): H. Nishida, K. Murata, T. Takayama |
Pages: 847 - 856 |
Tension stiffening model based on bond Author(s): M.A. Polak, K. Blackwell |
Pages: 857 - 866 |
Over-cladding of existing concrete buildings using cold formed light steel sections and composite cladding panels Author(s): S.O. Popo-Ola, R.M. Lawson, P.J. Sullivan |
Pages: 867 - 876 |
Redundant structures fixed with concrete fasteners Author(s): M. Rößle, R. Eligehausen |
Pages: 877 - 888 |
Numerical and experimental analysis of post-installed rebars spliced with cast-in-place rebars Author(s): H.A. Spieth, J. Ozbolt, R. Eligehausen, J. Appl |
Pages: 889 - 898 |
Dowel action of titanium bars connecting marble elements Author(s): E. Vintzileou, K. Papadopoulos |
Pages: 899 - 908 |
Case study - Application of high strength post-tensioned rods for anchoring aerial tram structures to rock Author(s): G.P. Wheatley |
Pages: 909 - 916 |
Part eight: Special fasteners
Behaviour and design of fastenings with concrete screws Author(s): J.H.R. Küenzlen, T.M. Sippel |
Pages: 919 - 929 |
Behaviour and design of anchors for lifting and handling in precast concrete elements Author(s): D. Lotze |
Pages: 930 - 941 |
Behaviour of plastic anchors in cracked and uncracked concrete Author(s): T. Pregartner, R. Eligehausen |
Pages: 942 - 951 |
Part nine: Bridges
Testing of a dowel connection for a bridge with a concrete deck and a sandwich panel truss structure Author(s): H. Blontrock, L. Taerwe, A. Nurchi, J. Vantomme, C. De Roover, J. Wastiels, K. Croes |
Pages: 955 - 963 |
A new step forward for composite bridges - The Bras de la Plaine Bridge Author(s): E. Barlet, G. Causse, J.-P. Viallon |
Pages: 964 - 974 |
Anchorage of the steel elements to the concrete piers at the specific pipe bridges over a Danube-bay in Budapest Author(s): B. Csiki |
Pages: 975 - 981 |
Behavior and design of steel girder-to-concrete column connection for a cantilever-construction highway bridge Author(s): L. Huang, H. Hikosaka, M. Shimozono, K. Akehashi |
Pages: 982 - 991 |
Part ten: Composite structures
Recent developments and chances of composite structures Author(s): U. Kuhlmann |
Pages: 995 - 1014 |
Design of lying studs with longitudinal shear force Author(s): U. Breuninger |
Pages: 1015 - 1024 |
Studies on the ductility of shear connectors when using high-strength steel and high-strength concrete Author(s): J. Hegger, G. Sedlacek, P. Döinghaus, H. Trumpf |
Pages: 1025 - 1045 |
Experimental investigations on the bahaviour of strip shear connectors with powder actuated fasteners Author(s): M. Fontana, H. Beck, R. Bärtschi |
Pages: 1046 - 1055 |
Design concept of nailed shear connections in composite tube columns Author(s): G. Hanswille, H. Beck, T. Neubauer |
Pages: 1056 - 1065 |
An experimental study on shear characteristics of perfobond strip and its rational strength equations Author(s): U. Yoshitaka, H. Tetsuya, M. Kaoru |
Pages: 1066 - 1075 |
Behavior of lying shear studs in reinforced concrete slabs Author(s): U. Kuhlmann, K. Kürschner |
Pages: 1076 - 1085 |
Composite bridge with compression joint connection concrete end slab to steel girder finite element method Author(s): M.V. Lammens |
Pages: 1086 - 1094 |
Perfo-bond connection and tests Author(s): S. Poot |
Pages: 1095 - 1104 |
Development and application of saw-tooth connections for composite structures Author(s): J. Schlaich |
Pages: 1105 - 1118 |
Geometry, behaviour and design of high capacity saw-tooth connections Author(s): V. Schmid |
Pages: 1119 - 1128 |
Composite bridge with compression joint - Connection concrete end slab to steel girder - Dowels divided in groups Author(s): D. Tuinstra |
Pages: 1129 - 1138 |
Part eleven: Fatigue
The fatigue behaviour of the shear connection in the hogging region of steel and concrete composite continuous beams under realistic loading Author(s): H. Bode, A? Leffer |
Pages: 1141 - 1151 |
Influence of fatigue loads in tension on short cast-in-place anchors in concrete Author(s): E. Cadoni |
Pages: 1152 - 1161 |
A test proposal for fatigue experimental studies on stud shear connectors Author(s): G. Natalino, E. Giuriani |
Pages: 1162 - 1171 |
Innovative interface systems for steel-girders/concrete-deck connection Author(s): M.K. Tadros, S.S. Badie, A.M. Girgis |
Pages: 1172 - 1181 |
Part twelve: Connections
Non-linear analyssis of steel-concrete composite beams: a finite element model Author(s): C. Faella, E. Martinelli, E. Nigro |
Pages: 1185 - 1194 |
Connections between prestressed concrete bridge decks and composite bridge decks - Hybrid construction Author(s): D. Jankowski, O. Fischer, M. Matthes |
Pages: 1195 - 1202 |
Anchorage behavior of 90-degree hooked beam bars in reinforced concrete wall-beam intersections Author(s): O. Joh, Y. Goto, A. Kitano |
Pages: 1203 - 1212 |
Embedded steel bearings instead of concrete NIBS Author(s): M.R. Kintscher |
Pages: 1213 - 1222 |
Anchorage zone in a steel-concrete composite slab with unbonded tendons Author(s): H. Koukkari |
Pages: 1223 - 1232 |
Connections for continuous framing in precast concrete structures Author(s): G. Krummel |
Pages: 1233 - 1239 |
Standoff screws as shear connectors for composite trusses: push-out test results and analysis Author(s): J.R.U. Mujagic, W.S. Easterling, T.M. Murray |
Pages: 1240 - 1249 |
Experimental study on a new joint for prestressed concrete composite bridge with steel truss web Author(s): K. Furuichi, M. Yamamura, H. Nagumo, K. Yoshida |
Pages: 1250 - 1259 |
Development and application of embedded connection Author(s): M. Sakurada, T. Yoda, K. Ashiduka, T. Ohura |
Pages: 1260 - 1269 |
Design and construction of a concrete-filled steel tube joint Author(s): S.P. Schneider, D.R. Kramer, D.L. Sarkkinen |
Pages: 1270 - 1280 |
Friction slipping behavior between concrete and steel - Aiming the development of bolted friction-slipping joint Author(s): T. Yoshioka, M. Ohkubo |
Pages: 1281 - 1290 |
Part thirteen: Experimental studies
An experimental study on the connection joints between steel girder and reinforced concrete column with various types of embedded load transferring plates Author(s): N. Ando, I. Nishimura, K. Kamo |
Pages: 1293 - 1302 |
Low-cycle fatigue behaviour of pull-push specimens with headed stud shear connectors Author(s): S. Erlicher, O.S. Bursi, R. Zandonini |
Pages: 1303 - 1312 |
Static tests on various types of shear connectors for composite structures Author(s): H.C. Galjaard, J.C. Walraven |
Pages: 1313 - 1322 |
Structural monitoring of hybrid specimens at early age using fibre optic sensors Author(s): B. Glisic, D. Inaudi |
Pages: 1323 - 1332 |
Development of innovative composite system- Between steel and concrete members Author(s): K. Kitagawa, H. Watanabe, Y. Tachibana, H. Hiragi, A. Kurita |
Pages: 1333 - 1342 |
An experimental study on the bond-slip relationship between the concrete and steel with stud Author(s): K. Konno, A. Farghaly, T. Ueda |
Pages: 1343 - 1350 |
The behavior of beam-to-box column connection of CFT with air cavity Author(s): M.-J. Lee, M.-S. Choi, J.-H. Kim, S.-W. Jun |
Pages: 1351 - 1359 |
Sheet reinforcement Author(s): O. Matthaei, H.-P. Andrä, N.V. Tue |
Pages: 1360 - 1368 |
Part fourteen: Slim floor structures
Composite girders of reduced height Author(s): U. Khulmann, J. Fries, A. Rieg |
Pages: 1371 - 1381 |
Innovative development of light steel composites in buildings Author(s): R.M. Lawson, S.O. Popo-Ola, D.N. Varley |
Pages: 1382 - 1391 |
Intentional and unintentional shear connections in shallow floor composite structures Author(s): M.V. Leskelä |
Pages: 1392 - 1401 |