Product Technical Guides : US-EN Post-Installed Rebar Guide - Page 40

Post-Installed Reinforcing Bar Guide
9.0 REFERENCES AND SUGGESTIONS FOR FURTHER READING
[ 1 ] ACI ( 2003 ). " Committee 408 : Bond and Development of Straight Reinforcing Bars in Tension ( ACI 408R-03 )." ACI Manual of Concrete Practice , American Concrete Institute , Farmington Hills , MI .
[ 2 ] ACI ( 2019 ). " Committee 318 : Building Code Requirements for Structural Concrete ( ACI 318-19 ) and Commentary ," American Concrete Institute , Farmington Hills , MI .
[ 3 ] Appl , J . ( 2008 ). " Tragverhalten von Verbunddübeln unter Zugbelastung ,” ( Structural Behavior of Bonded Anchors under Tensile Load ), doctoral thesis , University of Stuttgart ( in German ).
[ 4 ] Charney , F ., Pal , K ., and Silva , J . ( 2013 ). “ Recommended Procedures for Development and Splicing of Postinstalled Bonded Reinforcing Bars in Concrete Structures ,” ACI Structural Journal , Vol . 110 , No . 3 , pp . 437-447 .
[ 5 ] Cook , R ., Douglas , E ., and Davis , T . ( 2009 ). " NCHRP Report 639 : Adhesive Anchors in Concrete under Sustained Loading Conditions ," Transportation Research Board of the National Academies , Washington , D . C ., 139 pp .
[ 6 ] Eligehausen , R ., Mallée , R ., and Silva ., J . ( 2006 ). Anchorage in Concrete Construction , Ernst & Sohn ( A Wiley Company ), Berlin , pp . 181-210 .
[ 7 ] EOTA ( 2006 ). " TR023 : Assessment of Post-Installed Reinforcing Bar Connections ," ETA-Technical Report , European Organization for Technical Approvals , 20 pp .
[ 8 ] Hamad , B ., Hammoud , R ., and Kunz , J . ( 2006 ). " Evaluation of Bond Strength of Bonded-In or Post- Installed Reinforcement ," ACI Structural Journal V . 103 , No . 2 , pp . 207- 218 .
[ 9 ] ICC-ES ( 2018 ). " AC308 : Acceptance Criteria for Post- Installed Adhesive Anchors in Concrete Elements - approved October 2017 ( Editorially revised March 2018 )," ICC Evaluation Service , LLC , Brea , CA .
[ 10 ] Kunz , J . ( 2005 ). " Splitting Design for Anchorages and Splices with Post-Installed Reinforcement ," Proceedings , ICF XI - 11th International Conference on Fracture .
[ 11 ] Kupfer , H ., Münger , F ., Kunz , J ., and Jähring , A . ( 2003 ). “ Nachträglich Verankerte Gerade Bewehrungsstäbe bei Rahmenknoten ,” ( Post-installed Straight Reinforcing Bars in Frame Joints ), Bauingenieur , Band 78 , 15 pp . ( in German ).
[ 12 ] Mahrenholtz , C . and Eligehausen , R . ( 2014 ). “ Numerical Simulation of Column-to-Foundation Connections with Reduced Anchorage Lengths Loaded Monotonically and Cyclically ,“ Proceedings of the Tenth U . S . National Conference on Earthquake Engineering , Earthquake Engineering Research Institute , Anchorage , AK .
[ 13 ] Orangun , C ., Jirsa , J ., and Breen , J . ( 1975 ). " The Strength of Anchored Bars : A Re-evaluation of Test Data on Development Length and Splices ," Center for Highway Research , University of Texas , Austin , TX , 94 pp .
[ 14 ] Palieraki , V . ( 2014 ). “ Seismic behavior of reinforced interfaces in repaired / strengthened reinforced concrete elements ,” doctoral thesis , National Technical University of Athens , Greece , 578 pp . ( in Greek ).
[ 15 ] Palieraki , V ., Vintzileou , E ., Silva , J . ( 2013 ). Discussion 109- S73 / from the November-December 2012 ACI Structural Journal paper “ Towards an Improved Understanding of Shear-Friction Behavior ,” ACI Structural Journal Sept . -Oct . 2013 , pp . 887-888 .
[ 16 ] Palieraki , V ., Vintzileou , E ., Trezos , K . ( 2014 ). " Shear Transfer Along Interfaces : Constitutive Laws ," Proceedings of the 2nd European Conference on Earthquake Engineering and Seismology , Istanbul , Turkey ( electronic source ).
[ 17 ] Randl , N . and Kunz , J . ( 2012 ). “ Concrete Splitting for Rebars Post-Installed with High Bond Adhesives ,” Proceedings of the 4th International Symposium on Bond in Concrete , Cairns , J ., et al ., eds ., Manerbio , Brescia , Italy , pp . 521-526 .
[ 18 ] Simons , I . ( 2007 ). " Verbundverhalten von Bewehrungsstahl Stäbe unter Zyklischer Belastung ,” ( Bond Behavior of Reinforcing bar Rods under Cyclic Loading ), doctoral thesis , University of Stuttgart ( in German ).
[ 19 ] Speith , H ., Ozbolt , J ., Eligehausen , R ., and Appl ,. ( 2001 ). " Numerical and Experimental Analysis of Post-Installed Reinforcing Bars Spliced with Cast-In- Place Reinforcing Bars ," Proceedings , International Symposium on Connections between Steel and Concrete , RILEM Publications , Stuttgart , pp . 889-898 .
[ 20 ] Spieth , H . ( 2002 ). " Tragverhalten und Bemessung von Eingemörtelten Bewehrungsstäben ,” ( Structural Behavior and Design of Bonded Reinforcing Bars ), doctoral thesis , University of Stuttgart ( in German ).
[ 21 ] T assios , T . P . and Vassilopoulou , I . ( 2003 ). “ Shear transfer capacity along a RC crack , under cyclic sliding ,” Proceedings of fib Symposium “ Concrete Structures in Seismic Regions ”, ( electronic source , 12pp .), Athens .
38 2021