GENTILE C, SVECOVA D, RIZKALLA S. Timber beams strengthened with GFRP bars:Development and applications [J]. Journal of Composites for Construction ASCE, 2002(1):11-20.
[2]
LORENZIS L D, SCIALPI V, TEGOLA A L. Analytical and experimental study on bonded-in CFRP bars in glulam timber [J]. Journal of Compos Part (B), 2005(4):279-289.doi:10.1016/j.compositesb.2004.11.005.
[3]
BARBERO E, DAVALOS J, MUNIPALLE U. Bond strength of FRP-wood interface [J]. Journal of Reinforced Plastics and Composites, 1994(9):835-854.
[4]
WANG J L, QIAO P Z. Fracture toughness of wood-wood and wood-FRP bonded interfaces under mode-Ⅱ loading [J]. Journal of Composite Materials, 2003, (10):875-897.
JONATHAN P A. Evaluating the durability of wood/FRP bonds through chemical kinetics using a range of test method [D]. Bangor:The University of Walesr, 1998.
[14]
YONG Hong. Fatigue and fracture of the FRP-wood interface:Experimental characterization and performance limits [D]. Orono:The University of Maine, 2003.
[15]
KIM Y, DAVALOS J F, BARBERO E J. Delamination buckling of FRP layer in laminated wood beams [J]. Computers & Structures, 1997, (3/4):311-320.
[16]
DAVALOS J F, QIAO P Z, RAMAN P N. Mode Ⅰ fracture toughness of fiber reinforced composite-wood bonded interface [J]. Journal of Composite Materials, 1998, (10):987-1013.