Abstract
Glulam members often become large in cross section where heavy loads should be carried. In some applications this may cause problems if limitations on height are posed. A possible solution is to reinforce the member by e.g. bonding fibre reinforced polymer (FRP) on the beams or between the glulam lamellas. The aim of this paper is to investigate the possibility of strengthening glulam beams by the use of pultruded rectangular carbon fibre rods and to establish the anchoring length for this system. Tests were performed in three different series completed by a reference series, 10 specimens altogether. All tests were performed as short-term experiments in four-point bending. The experimental results were compared to analytical models in several aspects. The overall capacity of the beam was established using an analogy with concrete beams. Special attention was made to establishing the anchoring length of the reinforcement bar, since this is governing to avoid premature failures. The anchorage length was tested and an analytical model established. The agreement between the analytical critical anchoring length and the test result was satisfactory. The proposed reinforcement method increased the short-term flexural load-carrying capacity by 49–63% on average.
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References
Gilfillan JR, Gilbert SG, Patrick GRH (2003) The use of CFRP composites in enhancing the structural behaviour of timber beams. Journal of Reinforced Plastics and Composites 22(15/2003) 1373–1388
Buell TW, Saadatmanesh PE (2005) Strengthening timber beams using carbon fiber. Journal of Structural Engineering 131(1):173–187
Svecova D, Eden RJ (2004) Flexural and shear Strengthening of timber beams using glass fibre reinforced polymer bars - an experimental investigation. Canadian Journal of Civil Engineering 31(1):45.
Ogawa H (2000) Architectural application of carbon fibers – Development of new carbon fiber reinforced glulam. Carbon 38(2000):211–226
Johns KC, Lacroix S (2000) Composite reinforcement of timber in bending. Canadian Journal of Civil Engineering 27(5):899
ICBO (2001) ICBO Evaluation Report PFC-5100. ICBO Evaluation Service Inc., Whittier, California
Larsen HJ, Gustafsson P-J, Enquist B (1992) Tests with Glass-Fibre Reinforcement of Wood Perpendicular to the Grain. Report TVSM-7067, Div. of Structural Mechanics, Lund University, Lund, Sweden
ISO 3130 (1975) Wood – Determination of moisture content for physical and mechanical tests
ISO 3131 (1975) Wood – Determination of density for physical and mechanical tests
Eurocode 5 (2004) Eurocode 5 – Design of Timber Structures. SS-EN 1995–1–1:2004
EN 408 (1995) Timber Structures – Structural Timber and Glued Laminated Timber – Determination of some Physical and Mechanical Properties
Borri A, Corradi M, Grazini A (2005) A method for flexural reinforcement of old wood beams with CFRP materials. Composites 36(2005):143–153
Bazan IM (1980) Ultimate Bending Strength of Timber Beams. Ph.D. thesis, Nova Scotia Technical College, Halifax, NS, Canada
Gustafsson P-J (2003) Fracture Perpendicular to Grain – Structural Applications. Timber Engineering. Thelandersson S, Larsen HJ (eds) Wiley & Sons, ISBN 0–470-84469-8
Volkersen O (1938) Die Nietkraftverteilung in zugbeanspruchten Nietverbindungen mit konstanten Laschenquerschnitten. Luftfahrtforschung 15:41–47
Gustafsson P-J (1987) Analysis of Generalized Volkersen-joints in terms of Non-linear Fracture Mechanics. Mechanical Behaviour of Adhesive Joints Pluralis: 323–338
Täljsten B (2002) FPS Strengthening of Existing Conrete Structures – Design Guidelines. LuleU, LuleU University of Technology, ISBN 91-89580-03-6
Serrano E (2000) Adhesive Joints in Timber Engineering – Modelling and Testing of Fracture Properties. Doctoral thesis, Div. of Structural Mechanics, Lund University
Riberholt H, Enquist B, Gustafsson P-J, et al. (1992) Timber Beams Notched at the Support. TVSM-7071, Div. of Structural Mechanics, Lund Institute of Technology, Lund
Patent 94/21851 (1994) Aligned Fibre Reinforcement Panel for Wood Members. International Publication no. WO 94/21851
Johnsson H (2004) Plug Shear Failure in Nailed Timber Connections – Avoiding Brittle and Promoting Ductile Failures. Doctoral thesis, Div. of Timber Structures, LuleU University of Technology, 2004:03
Carolin A (2003) Carbon fibre reinforced polymers for strengthening of structural elements. Doctoral thesis, Div. of Structural Engineering, LuleU Univeristy of Technology, 2003:18
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Johnsson, H., Blanksvärd, T. & Carolin, A. Glulam members strengthened by carbon fibre reinforcement. Mater Struct 40, 47–56 (2007). https://doi.org/10.1617/s11527-006-9119-7
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DOI: https://doi.org/10.1617/s11527-006-9119-7