[1] SMARDZEWSKI J.Distribution of Stresses in Finger Joints[J].Wood Science & Technology,1996,30(6):477-489.
[2] SELBO M L.Effect of Joint Geometry on Tensile Strength of Finger Joints[J].Forest Prod. J.,1963(13):390-400.
[3] FRANGI A,BERTOCCHI M,CLAU S,et al.Mechanical Behaviour of Finger Joints at Elevated Temperatures[J].Wood Science & Technology,2012,46(5):793-812.
[4] SERRANO E,GUSTAFSSON P J.Influence of Bondline Brittleness and Defects on the Strength of Timber Finger-Joints[J].International Journal of Adhesion & Adhesives,1999,19(1):9-17.
[5] MILNER H R,YEOH E.Finite Element Analysis of Glued Timber Finger Joints[J].Journal of Structural Engineering,1991,117(3):755-766.
[6] GONG M,DELAHUNTY S,CHUI Y H.Influence of Number of Finger Joints per Stud on Mechanical Performance of Wood Shearwalls[J].Constr Build Mater,2014,50:335-339.
[7] ZIFI A,YAPICI F.Structural Performance of the Finger-Jointed Strength of Some Wood Species with Different Joint Configurations[J].Constr Build Mater,2008,22:1 543-1 550.
[8] BOYD S W,DULIEU-BARTON J M,RUMSEY L.Stress Analysis of Finger Joints in Pultruded GRP Materials[J].International Journal of Adhesion & Adhesives,2006,26(7):498-510.
[9] COLLETT B M.A Review of Surface and Interfacial Adhesive in Wood Science and Related Fields[J].Wood Science & Technology,1972,6(1):1-42.
[10] WAKE W C.Adhesion and the Formulation of Adhesives[M].Second Edition.Applied Science Publishers,1982.
[11] STEHR M.Laser Ablation of Machined Wood Surfaces.2.Effect on End-Grain Gluing of Pine (Pinus Silvestris L.)[J].Holzforschung,1999,53(6):655-661.
[12] STEHR M,JOHANSSON I.Weak Boundary Layers on Wood Surfaces[J].Journal of Adhesion Science and Technology,2000,14(10):1 211-1 224.
[13] FRAZIER C E,NI J.On the Occurrence of Network Interpenetration in the Wood-Isocyanate Adhesive Interphase[J].International Journal of Adhesion & Adhesives,1998,18:81-87.
[14] CHENG E,SUN X.Effects of Wood-Surface Roughness,Adhesive Viscosity and Processing Pressure on Adhesion Strength of Protein Adhesive[J].Journal of Adhesion Science and Technology,2006,20(9):997-1 017.
[15] RAFTERY G M,HARTE A M.Nonlinear Numerical Modelling of FRP Reinforced Glued Laminated Timber[J].Composites Part B Engineering,2013,52:40-50.
[16] RAFTERY G M,WHELAN C.Low-Grade Glued Laminated Timber Beams Reinforced Using Improved Arrangements of Bonded-in GFRP Rods[J].Construction & Building Materials,2014,52:209-220.
[17] BORRI A,CORRADI M,GRAZINI A.A Method for Flexural Reinforcement of Old Wood Beams with CFRP Materials[J].Composites Part B Engineering,2005,36(2):143-153.
[18] BORRI A,CORRADI M.Strengthening of Timber Beams with High Strength Steel Cords[J].Composites Part B Engineering,2011,42(6):1 480-1 491.
[19] MICELLI F,SCIALPI V,TEGOLA A L.Flexural Reinforcement of Glulam Timber Beams and Joints with Carbon Fiber-Reinforced Polymer Rods[J].Journal of Composites for Construction,2005,9(4):337-347.
[20] KHELIFA M,CELZARD A.Numerical Analysis of Flexural Strengthening of Timber Beams Reinforced with CFRP Strips[J].Composite Structures,2014,111(1):393-400.
[21] KHELIFA M,LOPERENA N V,BLERON L,et al.Analysis of CFRP-Strengthened Timber Beams[J].Journal of Adhesion Science & Technology,2014,28(1):1-14.
[22] BENTAYEB F,TAVAKOLI-GHEYNANI I,EL GANAOUI M,et al.Modelling of Nonlinear Wooden Columns Reinforcedby Carbon Fiber[J].Mech Ind,2013(14):219-225.
[23] NOWAK T P,JASIEKO J,CZEPI·AK D.Experimental Tests and Numerical Analysis of Historic Bent Timber Elements Reinforced with CFRP Strips[J].Constr Build Mater,2013,40:197-206.
[24] YEH M C.Finger Joint Performance of Structural Laminated Bamboo Member[J].Journal of Wood Science,2012,58(2):120-127.
[25] RATNASINGAM J,SCHOLZ F.Optimization of Finger-Jointing in Rubberwood Processing[J].European Journal of Wood & Wood Products,2009,67(2):241-242.
[26] BUSTOS C,BEAUREGARD R,MOHAMMAD M,et al.Structural Performance of Finger-Jointed Black Spruce Lumber with Different Joint Configurations[J].Forest Products Journal,2003,53(9):72-76.
[27] ERCHINGER C,FRANGI A,MISCHLER A.Thermal Investigations on Multiple Shear Steel-to-Timber Connections[C].Proceedings of the World Conference on Timber Engineering.Portland,Oregon,USA,2006. |