Determination of material properties of moulded GRP moulded connector using a "short" tensile coupon

Cam fiber takviyeli plastik (CTP) yapı elemanları kalıplanarak üretilmekte ve birçok inşaat mühendisliği alanındaki kullanımı giderek artmaktadır. Nümerik analizler ve dizaynlar için bu malzemelerin mekanik özelliklerinin bilinmesi gerekir. GRP birleştirici yapı elemanlarının varsayılan izotropik elastik özelliklerini deneysel olarak belirlemek için yakın zamanda geliştirilmiş olan kısa kupon kullanıldı. Uygun nümerik modellerin kullanımı için lineer olmayan gerilme-uzama modelleri belirlendi. Üretim ve kalıplama şeklinin malzemenin elastik özelliklerine etkisi araştırıldı.

Kalıplanmış CTP birleştiricinin malzeme özelliklerinin kısa çekme kuponu ile belirlenmesi

Glass fibre reinforced plastic (GRP) structural members are manufactured by moulding and are used in an increasing number of civil engineering applications. Measurement of the mechanical properties of these materials are necessary for numerical structural analysis and design. To characterise the isotropic (assumed) elastic properties of the GRP connector, an experimental investigation has been carried out using recently developed "short" coupon. A non-linear stress-strain model is established for use in the appropriate numerical models. Influence of manufacturing and moulding process to the material characteristics are investigated.

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  • 1."EXTREN Fibre-Glass Structural Shapes Design Manual", Strongwell, Bristol, Virginia (1989).
  • 2.Hutchinson, A.R., Ed., Joining of Fibre Reinforced Polymer Composite Materials, CIRIA Project Report 46, Westminster, London (1997).
  • 3.Mottram, J.T., "Structural properties of Pultruded E-Glass Fibre-reinforced Polymeric I-beam", Composite Structures, 6, (Edited by Marshall, I. H.), Int. Conf. on Composite Structures, Paisley Collage of Technology, Elsevier, 1-28 (1991).
  • 4.Abd-El-Naby, S.F.M., "Experimental and Theoretical Investigation of Bolted Joints for Pultruded Composite Structures", PhD Thesis, Dep. of Civil Engineering, University of Surrey (1992).
  • 5.Chatterjee, S., Adams, D.F. and Oplinger, D.W., "Test Methods for Composites: A Status Report", FAA Technical Centre, Atlantic City International Airport (1993).
  • 6.Wang, Y. and Zureick, A., "Characterisation of the Longitudinal Tensile Behaviour of Pultruded I-Shape Structural Members using Coupon Specimens", Composite Structures, 29, 463-472 (1994).
  • 7.Rosner, C.N. and Rizkalla, S.H., "Bolted Connection for Fibre Reinforced Composite Structural Members: Experimental program", Journal of Materials in Civil Engineering, 1'(4), 223.-231(1995).
  • 8.Sonti, S.S. and Barbero, E.J., "Material Characterisation of Pultruded Laminates and Shapes", Journaloj"ReinforcedPlastic and'Composites, 15,701-717 (1996).
  • 9.Davalos, J.F., Salim, H.A., Qiao, P., Lopez-Anido, R. and Barbero, E.J., "Analysis and Design of Pultruded FRP Shapes under Bending", Composites: Part B, 27B 295-305(1996).
  • 10.Sarıbık, M., "Analysis of a Bonded Connector for Pultruded G.R.P. Structural Elements", Ph.D. Thesis, University of Newcastle, U.K. (2000).
  • 11.Castro, J. and Griffith, R.M., "Press Moulding Processes", in Composite Engineering Handbook, Edited by Mallick, P. K., Marcel Dekker, Chapter 9, 481-513, New York (1997).
  • 12.ASTM D3039, "Standard Test Method for Tensile Properties of Polymeric Composite Materials", Annual Book of ASTM Standards, Vol. 14.02 (1996).