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Evaluating the new CAN/CSA-S806-12 torsion provisions for concrete beams with FRP reinforcements

Materials and structures, v.49 no.7, 2016년, pp.2715 - 2729  

Hassan, M. M. ,  Deifalla, A.

초록이 없습니다.

참고문헌 (24)

  1. American Concrete Institute Committee 440 300 2006 Guide for the design and construction of structural concrete reinforced with FRP bars American Concrete Institute Committee 440 (2006) Guide for the design and construction of structural concrete reinforced with FRP bars. ACI 440.1R-06, ACI Committee 440, American Concrete Institute, Farmington Hills, p 300 

  2. Compos Constr A Deifalla 14 3 289 2010 10.1061/(ASCE)CC.1943-5614.0000085 Deifalla A, Ghobarah A (2010) Full torsional behavior of RC beams wrapped with FRP: analytical model. Compos Constr 14(3):289-300 

  3. N Duranovic 479 1997 Tests on concrete beams reinforced with glass fiber reinforced plastic bars Duranovic N, Pilakoutas K, Waldron P (1997) Tests on concrete beams reinforced with glass fiber reinforced plastic bars. FRPRCS-3, Japan Concrete Institute, Sapporo, pp 479-486 

  4. Eurocode 2 2008 Design of concrete structures: British standard Eurocode 2 (2008) Design of concrete structures: British standard. BSI, London 

  5. Italian Research Council (2007) Guide for the design and construction of concrete structures reinforced with fiber-reinforced polymer bars. CNR DT-203/2006, Rome 

  6. Japan Society of Civil Engineering (JSCE) (1997) Recommendation for design and construction of concrete structures using continuous fiber reinforcing materials. Tokyo 

  7. Eng Struct A Deifalla 59 776 2014 10.1016/j.engstruct.2013.11.027 Deifalla A, Hamed M, Saleh A, Ali T (2014) Exploring GFRP bars as reinforcement for rectangular and L-shaped beams subjected to significant torsion: an experimental study. Eng Struct 59:776-786 

  8. Compos Constr A Deifalla 2015 Deifalla A, Khalil MS, Abdelrahman A (2015) Simplified model for the torsional strength of concrete beams with GFRP stirrups. Compos Constr. doi: 10.1061/(ASCE)CC.1943-5614.0000498 

  9. J Struct Eng A Deifalla 2015 Deifalla A (2015) Torsional behavior of rectangular and flanged concrete beams with frp reinforcements. J Struct Eng. doi: 10.1061/(ASCE)ST.1943-541X.0001322 

  10. J Compos Constr AG Razaqpur 19 1 15 2015 10.1061/(ASCE)CC.1943-5614.0000483 Razaqpur AG, Spadea S (2015) Shear strength of FRP reinforced concrete members with stirrups. J Compos Constr 19(1):15. doi: 10.1061/(ASCE)CC.1943-5614.0000483 

  11. J Compos Constr EC Bentz 14 6 637 2010 10.1061/(ASCE)CC.1943-5614.0000108 Bentz EC, Massam L, Collins MP (2010) Shear strength of large concrete members with FRP reinforcement. J Compos Constr 14(6):637-646. doi: 10.1061/(ASCE)CC.1943-5614.0000108 

  12. Ascione L, Razaqpur AG, Spadea S (2014) Effectiveness of FRP stirrups in concrete beams subject to shear. The 7th international conference on FRP composites in civil engineering, IIFC, p 6 

  13. ACI 2011 Building code requirements for reinforced concrete, (ACI-318-11) ACI (2011) Building code requirements for reinforced concrete, (ACI-318-11). American Concrete Institute, Detroit 

  14. J Compos Constr HM Mohamed 2015 Mohamed HM, Chaallal O, Benmokrane B (2015) Torsional moment capacity and failure mode mechanisms of concrete beams reinforced with carbon FRP bars and stirrups. J Compos Constr. doi: 10.1061/(ASCE)CC.1943-5614.0000515 

  15. ASCE-ACI Committee 445 on shear and torsion (2013). Report on Torsion in structural concrete. Reported by Joint ACI-ASCE Committee 445 ACI 445.1R-12, April 2013, ISBN-13: 978-0-87031-810-8, ISBN: 0-87031-810-1, p 80 

  16. Canadian Standards Association (CSA) (2012) Design and construction of buildings components with fiber-reinforced polymers. CSA S806-12, Toronto 

  17. CSA-A23.3-04 214 2004 Design of concrete structures for buildings CSA-A23.3-04 (2004) Design of concrete structures for buildings. CSA-A23.3-04 standard, Canadian Standards Association, Rexdale, Ontario, p 214 

  18. PCI 736 2006 PCI design handbook precast and prestressed concrete PCI (2006) PCI design handbook precast and prestressed concrete. PCI, Illinois, p 736 

  19. PCI J P Zia 19 2 46 1974 10.15554/pcij.03011974.46.65 Zia P, McGee WD (1974) Torsion design of prestressed concrete. PCI J 19(2):46-65 

  20. Collins MP (1973) Torque-twist chracteristics of reinforced concrete beams. Inelasticity and nonlinearity in structural concrete, SM study no. 8, Universit of Waterloo Press, Waterloo, pp 211-231 

  21. Can J Civ Eng KN Rahal 26 827 1999 10.1139/l99-050 Rahal KN, Collins MP (1999) Background to the general method of shear design in the 1994 CSA-A23.3 standard. Can J Civ Eng 26:827-839 

  22. ACI Struct Eng J EC Bentz 103 65 614 2006 Bentz EC, Collins MP (2006) Simplified modified field theory for calculating shear strength of reinforced concrete elements. ACI Struct Eng J 103(65):614-624 

  23. Int J Civ Archit Sci Eng KS Ragab 7 9 331 2013 Ragab KS, Eisa AS (2013) Torsion behavior of steel fibered high strength self compacting concrete beams reinforced by GFRB bars. World academy of science, engineering and technology. Int J Civ Archit Sci Eng 7(9):331-341 

  24. Shehab HK, El-Awady HS, Husain M, Mandour S (2009) Behavior of concrete beams reinforced by FRP bars under Torsion. In: Proceedings of the 13th ICSGE, Cairo, p 6 

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