Guide des barres d ’ armature rapportées
9.0 RÉFÉRENCES ET SUGGESTIONS POUR UNE LECTURE PLUS APPROFONDIE
[ 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 : Critères d ’ acceptation pour les ancrages adhésifs post-installés dans les éléments en béton – approuvés en octobre 2017 ( modifiés de façon anticipée en mars 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 . ( en allemand ).
[ 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 ( source électronique ).
[ 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 St-be Unter Zyklischer Belastung », ( Bien comportement de renforcer les tiges de barre sous Chargement cyclique ), thèse de doctorat , Université de Stuttgart ( en allemand ).
[ 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 ( en allemand ).
[ 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 .
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