Stress limits for aramid fibres

Proceedings of the Institution of Civil Engineers: Structures and Buildings

Volumn 162, Issue 4, 2009, Pages 221-232

  Giannopoulos, Ioannis P ^a   Burgoyne, Chris J ^a  

^a UNIVERSITY OF CAMBRIDGE   (United Kingdom)

Author keywords

Cables tendons; Composite structures; Strength and testing of materials

Indexed keywords

BRIDGE CABLES; COMPOSITE STRUCTURES; CREEP; CREEP TESTING; MARINE APPLICATIONS; MARINE INDUSTRY; MATERIALS TESTING; PRESTRESSED CONCRETE; SEAWATER CORROSION;

ACCELERATED TESTING; CREEP-RUPTURE PROPERTIES; LONG TERM CREEP; OPERATING STRESS; STEPPED ISOTHERMAL METHODS; STRENGTH AND TESTING OF MATERIALS; STRUCTURAL APPLICATIONS; SUSTAINED LOADS;

ARAMID FIBERS;

COMPOSITE; CONCRETE STRUCTURE; CONSTRUCTION MATERIAL; LOADING; RUPTURE; STRENGTH; STRESS ANALYSIS; TESTING METHOD;

ARAMIDAE;

EID: 77957691910     PISSN: 09650911     EISSN: 17517702     Source Type: Journal    
DOI: 10.1680/stbu.2009.162.4.221     Document Type: Article

References (45)

1. Burgoyne C. J. Advanced composites in civil engineering in Europe. Structural Engineering International, 1999, 99, No. 4, 267-273.
2. Burgoyne C. J. Aramid fibres for civil engineering applications. Construction Materials Reference Book (Doran D. K. (ed.)). Butterworths, 1992.
3. Abeles P. W. and Bardhan-Roy B. K. Prestressed concrete designer's handbook. Viewpoint, Slough, UK, 1981.
4. Burgoyne C. J. (1993). Parafil ropes for prestressing applications. Chapter in Fibre Reinforcing for Concrete Structures: Properties and Applications (NANNI A. (ed.)). Elsevier, 1993, pp. 333-354
5. Balafas I. and Burgoyne C. J. Optimal cost design for beams prestressed with FRP tendons. Proceedings of the 6th International Conference on Fibre Reinforced Polymers for Reinforced Concrete Structures (FRPRCS-6), Singapore, 2003, pp. 1391-1400.
6. Rostasy F. S. and Scheibe M. Engineering model for forecast of stress rupture strength of stressed aramid fiber reinforced polymer bars embedded in concrete. ACI, Special publication, 1999, 188, 1049-1062.
7. Fibre reinforced plastics in civil engineering structures, Gouda NL, 2003, CUR Recommendation 96.
8. Bau-Ü Berwachungsverein. Load Supporting Plastic Members in Construction. BUV, Germany, 2002.
9. Comité Européen de Normalisation. EN 13706: Reinforced Plastics Composites-Specifications for Pultruded Profiles. CEN, Brussels, 2002.
10. International Federation For Structural Concrete. Frp Reinforcement In Rc Structures. Bulletin 40. fib, Lausanne, 2007.
11. Ferer K. M. and Swenson R. C. Aramid Fibre for Use as Oceanographic Strength Members. Naval Research Laboratory, Washington, DC, 1976.
12. Guimaraes G. B. Parallel-lay Aramid Ropes for Use in Structural Engineering. PhD, University of London, 1988.
13. Yamaguchi T., Kato Y., Nishimura T. and Uomoto T. Creep rupture of FRP rods made of aramid, carbon and glass fibers. Proceedings of the 3rd International Symposium on Non-metallic Reinforcement for Concrete Structures (FRPRCS-3), 1997, 2, 179-186.
14. Ando N., Matsukawa T., Hattori M. and Mashima M. Experimental studies of the long term tensile properties of FRP tendons. Proceedings of the 3rd Internatinal Symposium on Non-metallic Reinforcement for Concrete Structures (FRPRCS-3), 1997, 2, 203-210.
15. Gerritse A. and Taerwe L. Recommended design aspects for concrete members pretensioned with aramid fiber reinforced polymers. Proceedings of the 4th International Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures, 1999, ACI SP-188, 829- 841.
16. Alwis K. G. N. C. and Burgoyne C. J. Time-temperature superposition to determine the stress-rupture of aramid fibres. Journal of Applied Composite Materials, 2006, 13, 249-264.
17. Institution Of Structural Engineers. Interim Guidance on the Design of Reinforced Structures using Fibre Composite Reinforcement. Seto Ltd, August 1999.
18. American Concrete Institute. Guide for the Design and Construction of Concrete Reinforced with FRP Bars. ACI, Detroit, 2006, ACI Committee 318, Report 440.1R-06.
19. Canadian Standards Association. CAN/CSA-S6-00: CHBDC, Canadian Highway Bridge Design Code. CSA International, Rexdale, Ontario, Canada, 2000.
20. Cnr Dt. Istruzioni per la Progettazione, l'Esecuzione ed il Controllo di trutture realizzate con Calcestruzzo armato mediante Barre di Materiale Composito Fibrorinforzato, 2005.
21. Japanese Society Of Civil Engineers. Recommendations for Design and Construction of Concrete Structures using Continuous Fibre Reinforced Materials. JSCE, Tokyo, Japan, 1997.
22. Norwegian Standard. Prosjektering av betongkonstruksjoner -Beregnings- og konstruksjonsregler. NS 3473, 1998.
23. Eurocrete Modifications To Ns3473 When Using Frp Reinforcement. Norway, 1998, STF 22A98741 Report.
24. Din 53768. Extrapolation Method for the Prediction of the Long Term Behaviour. Beuth Verlag Berlin, 1990.
25. Weber A. Durability approach for GFRP rebars. Proceedings.of the 3rd International Conference on FRP Composites in Civil Engineering, Miami, 2006.
26. Giannopoulos I. P. Creep and Creep-Rupture Behaviour of Aramid Fibres. PhD thesis, University of Cambridge, 2009.
27. Giannopoulos I. P. and Burgoyne C. J. Stepped isothermal method (SIM) test results for aramid fibres. 5th Conference on Advanced Composite Materials in Bridges and Structures (ACMBS-V), Winnipeg, 2008, paper 79.
28. Thornton J. S., Allen S. R., Thomas R. W. and Sandri D. The stepped isothermal method for TTS and its application to creep data on polyester yarn. Sixth International Conference on Geosynthetics, Atlanta, 1998.
29. Giannopoulos I. P. and Burgoyne C. J. Stepped isostress method for aramid fibres. 9th International Conference on Fibre Reinforced Polymers for Reinforced Concrete Structures (FRPRCS-9), Sydney, 2009.
30. Du Pont. Data Manual for Fibre Optics and other Cables. E. I. Du Pont de Nemours and Co. (Inc.), 1991.
31. Teijin Limited High Tenacity Aramid Fibre. Technical Bulletin. Teijin Limited, 1986.
32. Alwis K. G. N. C. and Burgoyne C. J. Viscoelasticity of aramid fibres. Journal of Material Science, 2008.
33. Chambers J. J. Parallel-lay Aramid Ropes for use as Tendons in Prestressing Concrete. PhD thesis, University of London, 1986.
34. Nelson W. Accelerating Testing, Statistical Models, Test Plans, and Data Analysis. Wiley, New York, 1990.
35. Davies R. B., Hales R., Harman J. C And Holdworth S. R. Statistical modelling of creep rupture data. Journal of Engineering Material, 1999, 121, 264-271.
36. Alwis K. G. N. C. and Burgoyne C. J. Statistical lifetime predictions for aramid fibres. Journal of Composites in Construction, 2005, 9, No. 2, 106-116.
37. Crow E. L. and Shimizu K. Lognormal Distributions: Theory and Application. Dekker, New York, 1988.
38. Van Leeuwen J. and Siemes A. J. M. Miner's rule with respect to plain concrete. Heron, 1979, 24, No. 1, 1-34.
39. Holmen J. O. Fatigue of Concrete by Constant and Variable Amplitude Loading. PhD thesis, The Norwegian Institute of Technology, University of Trondheim, 1979.
40. Comité Europé en De Normalisation. Basis of Structural Design. CEN, Brussels, 2002, EN 1990.
41. Gulvanessian H., Calgaro J. A. and Holicky M. Designer's Guide to EN 1990: Eurocode: Basis of Structural Design. Thomas Telford, London, 2002.
42. Arridge R. G. C. Mechanics of Polymers. Oxford University Press, London, 1975.
43. Schijve J. Fatigue of Structures and Materials. Springer, New York, 2001.
44. Berg R. and Quinn W. Use of light colored surface to reduce seasonal thaw penetration beneath embankments on permafrost. Proceedings of the 2nd International Symposium on Cold Regions Engineering, Alaska, pp. 86-99.
45. Santamouris M. Et Al. On the impact of urban climate on the energy consumption of buildings. Solar Energy, 2001, 70, No. 3, 201-216.