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Concrete In Australia : December 2008
References 1. Standards Australia International, 2005, Draft for public comment Australian Standard- Section 7: Strut-and-tie modelling, DR 05252, Standards Australia, Australia 2. Standards Australia International, 2001, Concrete structures – Section 12: Design of non-flexural members, End zones and bearing surfaces, AS3600-2001, Standards Australia, Australia 3. Canadian Standards Association 1984, Design of concrete structures, A23.3-94, Canadian Standards Association, Toronto. 4. American Concrete Institute 2002, Building code requirements for structural concrete, ACI 318-02, American Concrete Institute, Michigan. 5. Comite Euro-International Du Beton, 1990, Model code for concrete structures-Part 6.8: Deep beams and discontinuity regions, CIB-FEB, Switzerland 6. Bentz E 2000, ‘Response-2000’, Version 1.0.5 7. Building and fi re research laboratory 1996, Shear design of high-strength concrete beams: a review of the state-of- the-art, report prepared by NJ Carino & D Duthinh, National Institute of Standard and Technology, Gaithersburg 8. Collins MP & Mitchell, D 1986, A rational approach to shear design – the 1984 Canadian code provisions, ACI journal, vol 83, no 6, pp 925-933. 9. Foster SJ & Gilbert, RI 1996, The design of nonflexural members with normal and high strength concretes, ACI Structural Journal, vol 93, no 1, pp 3-10. 10. Foster SJ & Malik, AR 2002, Evaluation of efficiency Facor models used in strut-and-tie modeling of nonflexural members, Journal of Structural Engineering, vol. 128, no.5, pp.569-577 11. Marti P 1985, Basic tools of reinforced concrete beam design, ACI Journal, vol 82, no 4, pp 46-56. 12. Nielsen MP, Braestrup MW, Jensen BC & Bach F. 1978, Concrete plasticity, beam shear in joints – punching shear, Technical University of Denmark, Danish Society for Structural Science and Engineering 13. Schlaich J, Schäifer K & Jennewein M 1987, Toward a consistent design of structural concrete, PCI Journal, vol 32, no. 3, pp 74-150. 14. Schlaich M & Anagnostou G 1990, Stress fi elds for nodes of strut-and-tie models, Journal of Structural Engineering, vol 116, no 1, pp 13-23. 15. Vecchio FJ & Collins MP 1986, The modified compression fi eld theory for reinforced concrete elements subjected to shear, ACI Structural Journal, vol 83, no 2, pp 219-231. 16. Warwick WB & Foster SJ 1993, UNICIV Report No R-320: Investigation into the effi ciency factor used in nonflexural reinforced concrete member design, University of New South Wales, School of Engineering, Australia. Suppliers of quality testing equipment to the construction industry See our website www.geo-con.com.au or phone (07) 3265 4952 for our full range of products Full range of Compression Machines Bar Tracker High quality equipment made in the Geo-Con factory in Brisbane Concrete in Australia Vol 34 No 4 53