Effect of warm temperatures on externally bonded FRP strengthening

Journal of Composites for Construction

Volumn 16, Issue 3, 2012, Pages 235-244

  Stratford, T J ^a   Bisby, L A ^a  

^a UNIVERSITY OF EDINBURGH   (United Kingdom)

Author keywords

Adhesive; Analysis; Bond; Experiment; Fiber reinforced polymer; Steel; Strengthening; Temperature

Indexed keywords

ADHESIVE PROPERTIES; ANALYSIS; ANALYTICAL RESULTS; BOND; BOND ANALYSIS; CHARACTERISTIC TEMPERATURE; DIGITAL IMAGE CORRELATIONS; ELEVATED TEMPERATURE; EPOXY ADHESIVES; EXISTING STRUCTURE; EXTERNALLY BONDED; FIBER REINFORCED POLYMERS; FRP STRENGTHENING; STEEL BEAMS; STRENGTHENED BEAMS; STRENGTHENED CONCRETE BEAMS; STRENGTHENING PLATES; STRUCTURAL STRENGTHENING; SUSTAINED LOADS; TEMPERATURE INCREASE; TRANSFER LOADS; WARM TEMPERATURES;

ADHESIVE JOINTS; ADHESIVES; CONCRETE BEAMS AND GIRDERS; EXPERIMENTS; FIBER REINFORCED PLASTICS; GLASS TRANSITION; STEEL; STRENGTHENING (METAL); TEMPERATURE;

PLATES (STRUCTURAL COMPONENTS);

EID: 84862184159     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CC.1943-5614.0000260     Document Type: Article

References (22)

1. American Concrete Institute (ACI). (2008). Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.. American Concrete Institute Rep. ACI 440.2R-08, Farmington Hills, MI.
2. Ashby, M. F., and Jones, D. R. H. (1986). Engineering materials 2, Pergamon Press, Oxford, U.K.
3. Blondtrock, H., Taerwe, L., and Vandevelde, P. (2001). Fire testing of concrete slabs strengthened with fibre composite laminates.. Proc. FRPRCS-5, Thomas Telford, London.
4. Concrete Society. (2004). Design guidance for strengthening concrete structures using fibre composite materials.. Technical Rep. 55, 2nd Ed., Camberley, U.K
5. Consiglio Nazionale delle Richerche (CNR). (2007). Guidelines for the design and construction of externally bonded FRP systems for strengthening existing structures. Metallic sructures.. Italian National Research Council Rep. CNR-DT 202/2005, Rome.
6. Construction Industry Research and Information Association (CIRIA). (2004). Strengthening metallic structures using externally bonded fibre-reinforced polymers.. Report C595, London.
7. Deng, J., Lee, M. M. K., and Moy, S. S. J. (2004). Stress analysis of steel beams reinforced with a bonded CFRP plate.. Compos. Struct. 0263-8223, 65 (2), 205-215. 10.1016/j.compstruct.2003.10.017 (Pubitemid 38728622)
8. Denton, S. R. (2001). Analysis of stresses developed in FRP plated beams due to thermal effects.. 1st Int. Conf. on FRP Composite in Civil Engineering, Elsevier Science, Oxford, 527-536.
9. Gullapalli, A., Lee, J. H., Lopez, M. M., and Bakis, C. E. (2009). Sustained loading and temperature response of fiber-reinforced polymer-concrete bond.. Transportation Research Record 2131, Transportation Research Board, Washington, DC, 155-162.
10. Highways Agency. (2001). Loads for highways bridges.. Design manual for roads and bridges, BD37/01, The Stationary Office Ltd., London
11. ISO. (2002). Plastics. Determination of dynamic mechanical properties. General principles.. ISO 6721-1, British Standards Institution, London, UK
12. Jaipuriar, A., Flood, J. P., Bakis, C. E., Lopez, M. M., and He, X. (2010). Glassy-rubbery transition behavior of epoxy resins used in FRP structural strengthening systems.. 5th Int. Conf. on FRP Composites in Civil Engineering, Springer, Heidelberg, Germany.
13. Klamer, E. L., Hordijk, D. A., and Hermes, M. C. J. (2008). The influence of temperature on RC beams strengthened with externally bonded CFRP reinforcement.. Heron, 53 (3), 157-186.
14. Kodur, V. K. R., Bisby, L. A., and Green, M. F. (2007). Preliminary guidance for the design of FRP-strengthened concrete members exposed to fire.. J. Fire Prot. Eng., 17 (1), 5-26. 10.1177/1042391507061956 (Pubitemid 46131817)
15. Ludwig, C., Knippers, J., Hugi, E., and Ghazi, W. K. (2008). Damage of flexural loaded composite beams subjected to fire.. 4th Int. Conf. on FRP Composites in Civil Engineering, EMPAAkademie, Zurich, 527-536.
16. Mazzotti, C., and Savoia, M. (2009). Stress redistribution along the interface between concrete and FRP subject to long-term loading.. Adv. Struct. Eng. 1369-4332, 12 (5), 651-661. 10.1260/136943309789867926
17. Porter, M. L., and Harries, K. (2007). Future directions for research in FRP composites in concrete construction.. J. Compos. Constr. 1090-0268, 11 (3), 252-257. 10.1061/(ASCE)1090-0268(2007)11:3(252) (Pubitemid 46753469)
18. Schnerch, D., Dawood, M., and Rizkalla, S. (2007). Design guidelines for the use of HM strips: Strengthening of steel concrete composite bridges with high modulus carbon fibre reinforced polymer (CFRP) strips.. Technical Rep. No. IS-06-02, Constructed Facilities Laboratory, NC State Univ., Raleigh, NC.
19. Smith, S. T., and Teng, J. G. (2001). Interfacial stresses in plated beams.. Eng. Struct. 0141-0296, 23 (7), 857-871. 10.1016/S0141-0296(00)00090-0 (Pubitemid 32399611)
20. Stratford, T., and Cadei, J. (2006). Elastic analysis of adhesion stresses for the design of a strengthening plate bonded to a beam.. Constr. Build. Mater. 0950-0618, 20 (1-2), 34-45. 10.1016/j.conbuildmat.2005.06.041 (Pubitemid 41360086)
21. Stratford, T. J., Gillie, M., Chen, J. F., and Usmani, A. S. (2009). Bonded fibre reinforced polymer strengthening in a real fire.. Adv. Struct. Eng. 1369-4332, 12 (6), 867-878. 10.1260/136943309790327743
22. White, D. J., Take, W. A., and Bolton, M. D. (2003). Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry.. Geotechnique 0016-8505, 53 (7), 619-631. 10.1680/geot.2003.53.7.619 (Pubitemid 37365620)