references 2009 a

15
1R . References 1. BS8110 Structural use of concrete, Part 1, Code of practice for design and construction, British Standards Institution, London 2005. 2. EuroCode 2 : Design of Concrete Structures - Part 1-1: General rules and rules for buildings . BS EN 1992-1-1 : 2004 , British Standards institution London, Dec.2004 3- BD 44/95 , The assessment of concrete highway bridges and structures, Highways Agency , HMSO, London, 1995. 4. ACI 318M-05, Building code requirements for structural concrete , American Concrete Institute , Farmington Hills. MI. 2005. 5. Tepfers.R. , A theory of bond applied to overlapped tensile reinforcement splices for deformed bars. Publication 73.2, Division of Concrete Structures, Chalmers Tekniska Hogskola , Goteborg. 1973. 333

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Page 1: References 2009 A

1R.References

1. BS8110 Structural use of concrete, Part 1, Code of practice for design and construction,

British Standards Institution, London 2005.

2. EuroCode 2 : Design of Concrete Structures - Part 1-1: General rules and rules for

buildings . BS EN 1992-1-1 : 2004 , British Standards institution London, Dec.2004

3- BD 44/95 , The assessment of concrete highway bridges and structures, Highways

Agency , HMSO, London, 1995.

4. ACI 318M-05, Building code requirements for structural concrete , American Concrete

Institute , Farmington Hills. MI. 2005.

5. Tepfers.R. , A theory of bond applied to overlapped tensile reinforcement splices for

deformed bars. Publication 73.2, Division of Concrete Structures, Chalmers Tekniska

Hogskola , Goteborg. 1973.

6. Tepfers.R. , Cracking of concrete cover along anchored deformed reinforcing bars,

Magazine of Concrete Research, Vol.31 No.106 , March. 1979. pp3-12.

7. Orangun C.O., Jirsa J.O. and Breen J.E. , A re-evaluation of test data on development

length and splices, Journal of American Concrete Institute. Proceedings, Vol.74 No.3 ,

March. 1977, pp 114-122.

8. Baldwin M.I. and Clark L.A. ,The assessment of reinforcing bars with inadequate

anchorage . Magazine of Concrete Research , Vol.47. No. 171. June 1994 , pp 95-102.

9. Cairns J., The strength of lapped joints in reinforced concrete columns, Ph.D thesis ,

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333

Page 2: References 2009 A

10. Cairns J, An analysis of the ultimate strength of lapped joints of compression

reinforcement , Magazine of Concrete Research , Vol.31 No.106, March 1979,pp 19-27.

11. Cairns J. and Jones K., The splitting forces generated by bond , Magazine of Concrete

Research, Vol. 47 No 171 , June 1995 ,pp 153-165.

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an experimental and analytical study , Magazine of Concrete Research ,Vol 47

No 172,Sept.1995 .pp 253-262.

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Structural Engineering , Technical University of Denmark, Lyngby, 1989.

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concrete . Proceedings of the International Conference on Bond in Concrete. Paisley.

Scotland. June. Applied Science Publishers , London .1982 , pp 331-341.

15. Darwin D., McCabe S.L., Idun K.E. and Schoenekase S.P. , Development length

criteria: bars not confined by transverse reinforcement, ACI Structural Journal,Vol.89 ,

No.6,November-December, 1992 ,pp 709-720.

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334

Page 3: References 2009 A

19. Robins P.J. and Standish J.G., Effect of lateral pressure on bond of reinforcing bars in

concrete., Proceedings, International conference on Bond in Concrete, Palsley,

Applied Science Publishers London, June 1982,pp 262-272.

20. Robins P.J. and Standish J.G., The influence of lateral pressure upon anchorage bond.

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pressure on the transfer bond of reinforcing bars with variable cover. Proceedings of

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22.. Navaratnarajah V. and Speare P.R.S. A theory of transfer bond resistance of deformed

reinforcing bars in concrete under lateral pressure. Magazine of Concrete Research,

Vol.39, No.140,September 1987 , pp 161-168.

23. Nagatomo K. and Kaku T. , Bond behavior of deformed bars under lateral compressive

and tensile stress. International Conference on Bond in Concrete from Research to

Practice . Proceeding Topics 1,2. Riga Technical University, October. 1992, pp 69-78

24. Batayneh.M.K. ,The effects of lateral compression on bond between deformed

reinforcing bars and concrete. Ph.D thesis. Oxford Brookes University. 1993.

25.Walker P.R., Batayneh M.K. and Regan P.E., Measured and design bond strengths of

deformed bars, including the effect of lateral compression. Magazine of Concrete

Research, Vol.51, No.1, February 1999, pp 13-26.

26. CEB-FIP Model Code 1990. Design Code.Comite Euro-International du Beton.

Thomas Telford Services Ltd, London ,1993.

27. Cairns J. and Jones K. , An evaluation of the bond-splitting action of ribbed bars, ACI

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28.Rathkjen A. , Forankringsstyrker af armeringsjern ved bjaelkeunderstotninger , Civil

Engineering Academy of Denmark , Renog Anvendt Mekanik, Aalborg , Report 7203 ,

1972.

29. Jensen J.H, Forkammede armeringsstaengers forankring , specielt ved vedrlag , Report

R155 and 156 , Dept. of Structural Engineering, Technical University of Denmark,

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B Eng. dissertation, Polytechnic of Central London,1990.

31. Regan P.E .,Tests of slabs with fully or partly exposed main reinforcement , report to

W.S. Atkins/ The Highways Agency ,School of Architecture and Engineering,

University of Westminster, July .(unpublished).1997.

32. Regan P.E. Further tests of slabs with exposed main steel, report to W.S. Atkins/ The

Highways Agency , School of Architecture and Engineering , University of

Westminster, Nov. (unpublished),1997.

33. Magnusson J. , Bond and anchorage of ribbed bars in high-strength concrete, Ph.D

thesis, Dept. of Structural Engineering , Chalmers University of Technology, Goteborg,

Sweden ,2000.

34 High Performance Concrete, recommended extensions to the Model Code 90,

research needs , Bulletin d Information No.228, CEB, Lausanne,1995.

35. Cleland D.J ,Cummings S.J, Rankin G.I.B , Taylor S and Scott R.H . Influence

of reinforcement anchorage on the bending and shear capacity of bridge decks, The

Structural Engineer , Vol.79 No.16 , August 2001 , pp24-31.

36. BS 5400 : Part 4 : 1990 , Steel , concrete and composite bridges , Part 4, Code of

336

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practice for design of concrete bridges, British Standards Institution , London ,1990.

37. Darwin D. , Zuo J. , Tholen M. L. and Idun E.K. , Development length criteria for

conventional and high relative rib area reinforcing bars ,ACI Structural Journal ,

Vol.193 No.3, May June 1996 , pp 347-359.

38. Maeda M.,Otani S. and Aoyama H., Bond splitting strength in reinforced concrete

members , Transactions of the Japan Concrete Institute , V13,1991, pp 581-588.

39. Sakurada T. , Morohashi N. and Tanaka R. , Effect of transverse reinforcement on bond

splitting strength of lap splices ,Transactions of the Japan Concrete Institute ,V15,1993,

pp 573-580.

40. Azizinamini A. , Chisata M. and Gosh S.K. , Tension development length of reinforcing

bars embedded in high-strength concrete, Engineering Structures V17, No.7,1995.

pp512-522.

41.Shin S.W. and Choi J.S. ,Bond characteristics of reinforcing bars embedded in high

strength concrete , proceedings 4th International Symposium on Utilization of High –

Strength/ High performance Concrete, Paris 1996, pp 1185-1193.

42. Soretz .S. and Holzenbein H. , Influence of rib dimensions of reinforcing bars on bond

and bendability. ACI Journal , Proceedings .Vol.76. No.1.January.1979 ,pp 111-125.

43.Hamad B.S., Bond strength improvement of reinforcing bars with specially designed rib

geometries, ACI Structural Journal, Vol. 92 ,No.1, January-February.1995 , pp 3-13.

44. Darwin D. and Graham E.K., Effect of deformation height and spacing on bond

strength of reinforcing bars, ACI Structural Journal, Vol. 90 , No. 6,November-

December. 1993, pp 646-657.

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45. Darwin D.,Tholen M.L. , Idun E.K. and Zuo J., Splice strength of high relative rib area

reinforcing bars, ACI Structural Journal, Vol. 93 ,No.1, January-February. 1996, pp

95-107.

46. Zuo J. and Darwin D. , Splice strength of conventional and high relative rib area bars in

normal and high-strength concrete. ACI Structural Journal, Vol. 97 ,No.4, July-August.

2000 , pp 630-632.

47. Kimura H. and Jirsa J.O. ,Effects of bar deformation and concrete strength on bond of

reinforcing steel to concrete. International Conference on Bond in Concrete from

Research to Practice, Proceedings Topics 1,2, Riga Technical University, October

1992,pp100-109

48. Bernander K.G. Vidhaftnings beroende av kamarea och kamavstand hos armeringsslal

(Bond stresses in reinforced concrete as a function of area and spacing of ribs on

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49. Mylrea T.D. ,The carrying capacity of semi-circular hooks, ACI Journal, Proceedings

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50. Muller.H.H. , Ausziehversuche mit betonstahlhaken, Aus Unseren Forschungsarbeiten

II Vol.80, Technischen Hochschule, Munchen, December 1968 pp 70-75.

51. Hribar J.A and Vasko R.C. , End anchorage of high strength steel reinforcing bars, ACI

Journal, Vol. 66 , No. 11, Nov. 1969, pp 875-883.

52. Minor J. and Jirsa J.O. , Behaviour of bent bar anchorages, ACI Journal,Vol.72, No. 4,

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53.Marques J.L.G and Jirsa J.O. A study of hooked bar anchorages in beam- column joints,

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54.Schiessl P . Interaction between anchorage of bond , hooks and welded transverse bars,

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55. Soroushian P, Obaseki K, Nagi M and Rojas C. Pullout behavior of hooked bars in

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Highways Agency , School of Architecture and Engineering , University of

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58.Esfahani M.R. and Rangan B.V., Local bond strength of reinforcing bars in normal

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59. Chamberlin S.J. Spacing of reinforcement in beams, Journal of the American Concrete

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60.Ferguson P.M. and Thompson J.N. Development length of high strength reinforcing

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61.Kemp E.L. and Wilhelm W.J., Investigation of the parameters influencing bond

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67. Ahlborn T. and Den Hartigh T., A comparative bond study of MMFX reinforcing steel

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340