The effect of bond end geometry on steel – FRP joint strength

Marek Łagoda; Maciej Kowal

doi:10.35784/bud-arch.2071

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Published: Jun 11, 2013

DOI: https://doi.org/10.35784/bud-arch.2071

Issue Vol. 12 No. 2 (2013)

Articles

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Sławomir Karaś, Wioleta Czubacka

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The effect of bond end geometry on steel – FRP joint strength
Marek Łagoda, Maciej Kowal

039-046
Investigation of horizontal forces result in railway viaduct with curved truck
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DOI

https://doi.org/10.35784/bud-arch.2071

Authors

Marek Łagoda

mlagoda@ibdim.edu.pl

Road and Bridge Research Institute, Poland

https://orcid.org/0000-0003-3679-6568

Maciej Kowal

m.kowal@pollub.pl

Department of Road and Bridge; Faculty of Civil Engineering and Architecture; Lublin University of Technology, Poland

https://orcid.org/0000-0002-3849-5323

Abstract

Article describes experiments on the effect of steel – FRP bond end shaping on bond strength. The influence of changing the bond end geometry on behavior of axially loaded steel elements reinforced by CFRP double patch joints with varying overlap length was analyzed. Bond failure at steel-adhesive interface was dominant failure mode. The test results showed clearly that geometry change of the bond end of strengthening CFRP plate and adhesive in composite plate region can significantly increase bond capacity. Conclusions and plan of further works on CFRP strengthening of steel elements were described.

Keywords:

metallic structures, strengthening, steel, FRP composites, bond end shaping

References

Phares B. M., Wipf T. J., Abu-Hawash F. W. A., Lee Y.-S.: Strengthening of Steel Girder Bridges Using FRP. Proceedings of the 2003 Mid-Continent Transportation Research Symposium, Ames, Iowa, August 2003.

Łagoda G., Łagoda M. Strengthening steel bridge across Vistula River in Poland. 33rd IABSE Symposium, Bangkok, Thailand, September 9-11, 2009, Sustainable Infrastructure Environment Friendly, Safe and Resource Efficient Vol. 96. DOI: https://doi.org/10.2749/222137809796088468

Linghoff D., Haghani R., Al-Emrani M.: Carbon-fibre composites for strengthening steel structures. Thin-Walled Structures 47 (2009) 1048–1058.

da Silva LFM, Adams RD: Techniques to reduce the peel stresses in adhesive joints with composites. International Journal of Adhesion and Adhesives 27 (2007) 227–235.

Zhao X.-L., Zhang L.: State-of-the-art review on FRP strengthened steel structures. Engineering Structures 29 (2007) 1808–1823.

Colombi P, Poggi C.: Strengthening of tensile steel members and bolted joints using adhesively bonded CFRP plates. Construction and Building Materials 20 (2006) 22–33.

Fawzia S, Al-Mahaidi R, Zhao XL, Rizkalla S.: Strengthening of circular hollow steel tubular section using CFRP sheets. Construction and Building Materials 2005.

Jiao H, Zhao XL.: CFRP strengthened butt-welded very high strength (VHS) circular steel tubes. Thin-Walled Structures 42 (2004) 963–978.

Xia SH, Teng JG.: Behaviour of FRP-to-steel bonded joints. In: Chen JF, Teng JG, editors. Proceedings of the international symposium on bond behaviour of FRP in structures. Hong Kong: Int. Institute for FRP in Construction; 2005. p. 419–26.

Albat AM, Romilly DP.: A direct linear-elastic analysis of double symmetric bonded joints and reinforcements. Compos Science Technology 59 (1999) 1127–1137.

Shaat A, Schnerch D, Fam A, Rizkalla S.: Retrofit of steel structures using Fiber-Reinforced Polymers (FRP): State-of-the-art. In: Transportation research board (TRB) annual meeting. 2004. CD-ROM (04-4063).

Liu HB, Zhao XL, Al-Mahaidi R.: The effect of fatigue loading on bond strength of CFRP bonded steel plate joints. In: Proceedings of the international symposium on bond behaviour of FRP in structures. 2005. p. 459–64.

Taljsten B., Hansen Ch.S. i Schmidt J.W.:Strengthening of old metallic structures in fatigue with prestressed and non-prestressed CFRP laminates. Construction and Building Materials 23 (2009) 1665–1677.

Stratford T.J. I Chen J.F.: Designing for tapers and defects in frp-strengthened metallic structures. Proceedings of the International Symposium on Bond Behaviour of FRP in Structures (BBFS 2005)Chen and Teng (eds)© 2005 International Institute for FRP in Construction.

Cadei JMC, Stratford TJ, Hollaway LC, Duckett WG. Strengthening metallic structures using externally bonded fibre-reinforced polymers – C595. London: CIRIA; 2004. DOI: https://doi.org/10.1533/9781845690649.7.693

M.D. Fitton, J.G. Broughton Variable modulus adhesives: an approach to optimised joint performance. International Journal of Adhesion & Adhesives 25 (2005) 329–336. DOI: https://doi.org/10.1016/j.ijadhadh.2004.08.002

daSilva L.F.M., Lopes M.J.C.Q. Joint strength optimization by the mixed-adhesive technique. International Journal of Adhesion & Adhesives 29 (2009) 509–514.

da Silva L.F.M, Adams R.D. Joint strength predictions for adhesive joints to be used over a wide temperature range. International Journal of Adhesion & Adhesives 27 (2007) 362–379.

da Silva L.F.M, Adams R.D. Techniques to reduce the peel stresses in adhesive joints with composites. International Journal of Adhesion & Adhesives 27 (2007) 227–235.

Hart-Smith LJ.: Adhesive-bonded double-lap joints. National Aeronautics and Space Administration, CD-112235, Langley Research Center; 1973.

Łagoda M.: “Wzmacnianie mostów przez doklejanie elementów”. Wydawnictwo Politechniki Krakowskiej. ISSN 0860-097X. Kraków 2005.

Rybak M. Wybrane zagadnienia połączeń klejowych. Prace centralnego ośrodka badań i rozwoju techniki drogowej. Warszawa 1973

Łagoda M.: “Wzmacnianie konstrukcji mostowych kompozytami polimerowymi”. Wydawnictwo Komitetu Inżynierii Lądoweji Wodnej PAN. ISSN 0137-5393. Warszawa 2012.

Deng J., Lee M.M.K. and Moy S.S.J. “Stress analysis of steel beams reinforced with a bonded CFRP plate”. Composite Structures, 65 (2004) 205-215.

Deng J., Lee M.M.K. Effect of plate end and adhesive spew geometries on stresses in retrofitted beams bonded with a CFRP plate. Composites: Part B 39 (2008) 731–739. DOI: https://doi.org/10.1016/j.compositesb.2007.05.004

Tsai MY, Morton J. The effect of a spew fillet on adhesive stress distributions inlaminated composite single-lap joints. Composite Structures 32 (1995) 123–131.

Lang TP, Mallick PK. Effect of spew geometry on stresses in single lap adhesive joints. International Journal of Adhesion & Adhesives 18 (1998) 167–177.

Belingardi G, Goglio L, Tarditi A. Investigating the effect of spew and chamfer size on the stresses in metal/plastics adhesive joints. International Journal of Adhesion & Adhesives 22 (2002) 273–282.

Deng J, Lee MMK. Behaviour under static loading of metallic beams reinforced with a bonded CFRP plate. Composite Structures 78 (2007) 232–242

L.C. Hollaway: Advances in adhesive joining of dissimilar materials with special reference to steels and FRP composites. Proceedings of the International Symposium on Bond Behaviour of FRP in Structures (BBFS 2005)Chen and Teng (eds)© 2005 International Institute for FRP in Construction.

Haghani R., Al-Emrani M., Kliger R.: Interfacial stress analysis of geometrically modified adhesive joints in steel beams strengthened with FRP laminates. Construction and Building Materials 23 (2009) 1413–1422

Łagoda, M. and Kowal, M. (2013) “The effect of bond end geometry on steel – FRP joint strength”, Budownictwo i Architektura / Civil and Architectural Engineering, 12(2), pp. 039–046. doi: 10.35784/bud-arch.2071.

The effect of bond end geometry on steel – FRP joint strength

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