Research Article
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Year 2021, Volume: 3 Issue: 2, 12 - 22, 25.12.2021

Abdurrahman Karaman , Mehmet Nuri Yıldırım

Abstract

References

  • André A. and Johnsson H. (2010). Flax Fiber-Reinforced Glued-Laminated Timber in Tension Perpendicular to the Grain: Experimental Study and Probabilistic Analysis. J, Mater, Civ, Eng, 22(9), 827–835. https://doi,org/10,1061/(ASCE)MT,1943-5533,0000070
  • Bal B.C. and Bektaş İ. (2018). A Research on The Determination of the Relationship Between Density and Some Mechanical Properties of Wood. Mamad, 1(2), 51-61. https://doi,org/10,33725/mamad,467353
  • Borri A. Corradi M. and Grazini, A.A. (2005). Method for Flexural Reinforcement of Old Wood Beams with CFRP Materials. Compos. Part B Eng, 36, 143–153.
  • Borri A. Corradi M. and Speranzini E. (2013a). Reinforcement of Wood with Natural Fibers. Compos B Eng, 53, 1-8, https://doi,org/10,1016/j,compositesb,2013,04,039
  • Borri A. Corradi M. and Speranzini E. (2013a). Bending Tests on Natural Fiber Reinforced Fir Wooden Elements. Adv, Mater, Res, 778, 537–544. https://doi:10,1016/j,compositesb,2013,04,039
  • Brol J. and Wdowiak A. (2017). The Use of Glass And Aramid Fibres for The Strengthening of Timber Structures. Ann, Wars, Univ, Life Sci, For, Wood Technol 100, 128–138.
  • Brol J. Nowak, T. and Wdowiak A. (2018). Numerical Analysis and Modelling of Timber Elements Strengthened with FRP Materials. Ann, Wars, Univ, Life Sci, For, Wood Technol 104, 274–282.
  • Bozkurt Y. and Erdin N. (1995), The Relationship Between Density and Mechanical Properties of Woods. Istanbul University Journal of Forestry Faculty, 45(2), 11-34.
  • Chairman C.A. Kumaresh and Babu S.P. (2013), Mechanical and Abrasive Wear Behavior of Glass and Basalt Fabric-Reinforced Epoxy Composites. J Appl Polym Sci 130(1), 120-130. https://doi,org/10,1002/app,39154
  • Chen M. and Lyu J. (2018). Properties of Double Dowel Joints Constructed of Medium Density Fiberboard. Maderas Ciencia Y Tecnología, 20(3), 369-80. doi: 10.4067/S0718-221X2018005003801
  • Chen M. Li X.M. and Lyu J. H. (2018), Influence of Dowel Diameter and Curing Time on Strength of Double Dowel Joint. Wood Res, 63(4), 591-598.
  • Colombo C. Vergani L. and Burman M. (2012). Static and Fatgiue Characterization of New Basalt Fibre Reinforced. Composites, Compos Struct 94,1165-1174. http://dx,doi,org/10,1016/j,compstruct,2011,10,007
  • Dorigato A. and Pegoretti A. (2012). Fatigue Resistance of Basalt Fibers-Reinforced Laminates. J Compos Mater 46(15), 1773-1785. https://doi,org/10,1177/0021998311425620
  • Eckelman C.A. Textbook of Product Engineering and Strength Design of Furniture. Purdue University. West Lafayette. IN. USA.
  • Plan Z.A., Lin R.T. and Richer J.A. Nanotechnology Devices. in "The World of Nanotechnology," G.E. Goodfellow and A.T. Mann, Eds., Butterworth Publishers, Boston, MA (1989), pp. 61–67.
  • Fiore V. Di Bella G. Valenza A. (2011). Glass–Basalt/Epoxy Hybrid Composites for Marine Applications Materials and Design, 32, 2091–2099. https://doi,org/10.1016/j.matdes.2010.11.043.
  • Fiore V. Di Bella G. Valenza A. (2015). A Review on Basalt Fibre and Its Composites. Compos. Part B Eng, 74, 74–94. https://doi,org/10,1016/j,compositesb,2014,12,034
  • Gaff M. and Babiak M. (2017). Methods for determining the plastic work in bending and impact of selected factors on its value.” Composite Structures 163(1), 410-422. DOI: 10.1016/j.compstruct.2017.11.036.
  • Gaff M. Kačík F. and Gašparík M. (2019). Impact of thermal Modification on The Chemical Changes and Impact Bending Strength of European Oak and Norway Spruce Wood. Compos Struct, 216, 80-88. https://doi:10,1016/j,compstruct,2019,02,091
  • Georgescu S and Bedelean B. (2017). Effect of Heat Treatment on Compressive and Tensile Strength of End to Edge Butt Joint. Pro Ligno, 13(4), 500-507.
  • Georgescu S. Varodi A.M. Răcășan S. and Bedelean B. (2019). Effect of the Dowel Length, Dowel Diameter, and Adhesive Consumption on Bending Moment Capacity of Heat-treated Wood Dowel Joints BioResources, 14(3), 6619-6632.
  • Hajdarevic S. and Martinovic S. (2014). Effect of Tenon Length on Flexibility of Mortise and Tenon Joints.” Procedia Engineering, 69, 678-685. DOI: 10.1016/j.proeng.2014.03.042
  • Hao J.X. Xu L. Wu X.F. and Liu X.J. (2020). Analysis and Modeling of The Dowel Connection in Wood T Type Joint For Optimal Performance. Composite Structures, 253, 112754. doi:10.1016/j.compstruct.2020.112754
  • John K.C. and Lacroix S. (2000). Composite Reinforcement of Timber in Bending. Can. J. Civ. Eng., 27, 899-906.
  • Ke Q. Lin L. Chen S. Zhang F. and Zhang Y. (2016). Optimization of L-Shaped Corner Dowel Joint in Pine Using Finite Element Analysis With Taguchi Method. Wood Res 61(2), 243-54.
  • Monaldo E. Nerilli F. and Vairo G. (2019). Basalt-Based Fiber-Reinforced Materials and Structural Applications in Civil Engineering, Compos Struct 214, 246-263. https://doi,org/10,1016/j,compstruct,2019,02,002
  • McConnell E. McPolin D. and Taylor S. (2015). Post-tensioning glulam timber beams with basalt FRP tendons, Constr Mater, 168(5), 232–240. https://doi,org/10,1680/coma,14,00032
  • Osmannezhad S. Faezipour M. and Ebrahimi G. (2014). Effects of GFRP on Bending Strength of Glulam Made of Poplar (Populus Deltoids) and Beech (Fagus Orientalis), Constr Build Mater, 51,34-39. https://dx,doi,org/10,1016/j,conbuildmat,2013,10,035
  • Podlena M. Böhm M. Hysek S, Prochazka J. and Cerny R. (2020). Evaluation of Parameters Influencing the Withdrawal Strength of Oak and Beech Dowels. BioResources, 15(1), 1665-1677 DOI: 10.15376/biores.15.1.1665-1667
  • Raftery G.M. and Kelly F. (2015). Basalt FRP Rods For Reinforcement and Repair of Timber. Compos, Part B Eng 70, 9-19.
  • https://doi,org/10,1016/j,compositesb,2014,10,036
  • Schober K.U. Harte A.M. Klige R. Jockwer R. Xu Q. and Chen J.F. (2015). FRP Reinforcement of Timber Structures. Constr Build Mater 97, 106-118.
  • Segovia C. and Pizzi P.A. (2012). Performance of Dowel-Welded Wood Furniture Linear Joints. Journal of Adhesion Science and Technology, 23(9), 1293-1301. DOI: 10.1163/156856109X434017
  • Speranzini E. and Tralascia S. (2010). Engineered lumber: LVL and solid wood reinforced with natural fibres, “In: 11th World conference on timber engineering (WCTE 2010)”, Riva del Garda Eds., Trento, ON, Italy, June 20-24, 2010, pp. 1685–1690.
  • Svoboda T. Ruman D. Gaff M. Gašparík M. Miftieva E. and Dundek L. (2015). Bending Characteristics of Multilayered Soft and Hardwood Materials. BioResources, 10(4), 8461-8473. DOI: 10.15376/biores.10.4.8461-8473
  • Turkish Standardization Institute, 1976, TS 2471: Wood - Determination of Moisture Content for Physical and Mechanical Tests, TSE, Ankara, Turkey, https://intweb,tse,org,tr/
  • Turkish Standardization Institute, 1976, TS 2472: Wood - Determination of Density for Physical and Mechanical Tests, TSE, Ankara, Turkey, https://intweb,tse,org,tr/
  • Wang X. Wu Z. Wu G. Zhu H. and Zen F. (2013), Enhancement of Basalt FRP By Hybridization for Long-Span Cablestayed Bridge. Compos B Eng 44 (1), 184-192. https://doi,org/10,1016/j,compositesb,2012,06,001
  • Wang B. Bachtiar E.V. Yan L. Kasal B. and Fiore V. (2019). Flax, Basalt, E-Glass FRP and Their Hybrid FRP Strengthened Wood Beams: An Experimental Study. Polymers, 11(8), 1255. https://doi.org/10.3390/polym11081255
  • Wdowiak A. and Brol J. (2019). Effectiveness of Reinforcing Bent Non-Uniform Pre-Stressed Glulam Beams With Basalt Fibre Reinforced Polymers Rods. Materials, 12, 3141. https://doi,org/10,3390/ma12193141
  • Wdowiak-Postulak A. (2021). Basalt Fibre Reinforcement of Bent Heterogeneous Glued Laminated Beams. Materials 14,51. https://dx,doi,org/10,3390/ma14010051
  • Windorski D.F. Soltis L.A. and Ross R.J. 1997. Feasibility of fiber glas sreinforced bolted wood connections. United States Department of Agriculture, p. 9.
  • Uysal M. and Haviarova E. (2018). Estimating Design Values For Two-Pin Moment Resisting Dowel Joints with Lower Tolerance Limit Approach. Bioresources, 13(3), 5241-5253. https://ojs,cnr,ncsu,edu/index,php/BioRes/article/view/BioRes_13_3_5241_Uysal_Design_Values_Dowel_Joints_Tolerance/6146
  • Zhou A. Chow C.L. and Lau D. (2018). Structural Behavior of GFRP Reinforced Concrete Columns Under The İnfluence of Chloride at Casting and Service Stages. Compos Part B Eng, 136, 1-9. https://doi:10,1016/j,compositesb,2017,10,011
  • Zhou A. Chow C.L. and Lau D. (2019). Structural Performance of FRP Confined Seawater Concrete Columns Under Chloride Environment, Compos Struct, 216, 12-19. https://doi:10,1016/j,compstruct,2019,02,058
  • Zhou A. Chow C.L. and Lau D. (2020). Interfacial Performance of Aramid, Basalt And Carbon Fiber Reinforced Polymer Bonded Concrete Exposed To High Temperature. Compos Part A Appl Sci Manuf, 131, 105802. https://doi:10,1016/j,compositesa,2020,105802

EFFECTS OF WOOD SPECIES OF THE DOWELS AND FIBER WOVEN FABRIC TYPES ON BENDING MOMENT RESISTANCE OF L-SHAPED JOINTS

Year 2021, Volume: 3 Issue: 2, 12 - 22, 25.12.2021

Abdurrahman Karaman , Mehmet Nuri Yıldırım

Abstract

This study investigated the bending moment capacity of L-type, two-pin dowel joints connected with Scots pine dowel (Pinus slyvestris Lipsky), beech dowel (Fagus orientalis Lipsky), chestnut dowel (Castanea sativa Mill.) and oak dowel (Quercus petraea Lieble) and reinforced with basalt and glass woven fabrics (BFRP and GFRP). The tests was carried out to determine the bending moment capacity of dowel joints. As a result of bending test, it was determined that one layer and two surfaces the reinforced with fiber woven fabrics increases the mechanical performance of furniture fasteners according to obtained data from tests conducted on the L-type, two pin dowel joints. This study showed that the joining with the oak dowel was 12% higher than the chestnut dowel, 25% the beech dowel, and 55% higher than the Scots pine dowel (for the bending moment capacity), respectively. According to the bending moment capacity of the samples reinforced by fiber woven fabrics. The highest bending moment capacity value was obtained in the test specimens of reinforced with the basalt woven fabric, the lowest bending moment capacity value was obtained in the test specimens not reinforced (Control). In general, it was determined that wooden dowel species by 31%, and fiber woven fabric types by 41% have been effects on the results of the bending tests.

Keywords

Bending moment capacity wooden dowel GFRP BFRP two-pin dowel joints

References

  • André A. and Johnsson H. (2010). Flax Fiber-Reinforced Glued-Laminated Timber in Tension Perpendicular to the Grain: Experimental Study and Probabilistic Analysis. J, Mater, Civ, Eng, 22(9), 827–835. https://doi,org/10,1061/(ASCE)MT,1943-5533,0000070
  • Bal B.C. and Bektaş İ. (2018). A Research on The Determination of the Relationship Between Density and Some Mechanical Properties of Wood. Mamad, 1(2), 51-61. https://doi,org/10,33725/mamad,467353
  • Borri A. Corradi M. and Grazini, A.A. (2005). Method for Flexural Reinforcement of Old Wood Beams with CFRP Materials. Compos. Part B Eng, 36, 143–153.
  • Borri A. Corradi M. and Speranzini E. (2013a). Reinforcement of Wood with Natural Fibers. Compos B Eng, 53, 1-8, https://doi,org/10,1016/j,compositesb,2013,04,039
  • Borri A. Corradi M. and Speranzini E. (2013a). Bending Tests on Natural Fiber Reinforced Fir Wooden Elements. Adv, Mater, Res, 778, 537–544. https://doi:10,1016/j,compositesb,2013,04,039
  • Brol J. and Wdowiak A. (2017). The Use of Glass And Aramid Fibres for The Strengthening of Timber Structures. Ann, Wars, Univ, Life Sci, For, Wood Technol 100, 128–138.
  • Brol J. Nowak, T. and Wdowiak A. (2018). Numerical Analysis and Modelling of Timber Elements Strengthened with FRP Materials. Ann, Wars, Univ, Life Sci, For, Wood Technol 104, 274–282.
  • Bozkurt Y. and Erdin N. (1995), The Relationship Between Density and Mechanical Properties of Woods. Istanbul University Journal of Forestry Faculty, 45(2), 11-34.
  • Chairman C.A. Kumaresh and Babu S.P. (2013), Mechanical and Abrasive Wear Behavior of Glass and Basalt Fabric-Reinforced Epoxy Composites. J Appl Polym Sci 130(1), 120-130. https://doi,org/10,1002/app,39154
  • Chen M. and Lyu J. (2018). Properties of Double Dowel Joints Constructed of Medium Density Fiberboard. Maderas Ciencia Y Tecnología, 20(3), 369-80. doi: 10.4067/S0718-221X2018005003801
  • Chen M. Li X.M. and Lyu J. H. (2018), Influence of Dowel Diameter and Curing Time on Strength of Double Dowel Joint. Wood Res, 63(4), 591-598.
  • Colombo C. Vergani L. and Burman M. (2012). Static and Fatgiue Characterization of New Basalt Fibre Reinforced. Composites, Compos Struct 94,1165-1174. http://dx,doi,org/10,1016/j,compstruct,2011,10,007
  • Dorigato A. and Pegoretti A. (2012). Fatigue Resistance of Basalt Fibers-Reinforced Laminates. J Compos Mater 46(15), 1773-1785. https://doi,org/10,1177/0021998311425620
  • Eckelman C.A. Textbook of Product Engineering and Strength Design of Furniture. Purdue University. West Lafayette. IN. USA.
  • Plan Z.A., Lin R.T. and Richer J.A. Nanotechnology Devices. in "The World of Nanotechnology," G.E. Goodfellow and A.T. Mann, Eds., Butterworth Publishers, Boston, MA (1989), pp. 61–67.
  • Fiore V. Di Bella G. Valenza A. (2011). Glass–Basalt/Epoxy Hybrid Composites for Marine Applications Materials and Design, 32, 2091–2099. https://doi,org/10.1016/j.matdes.2010.11.043.
  • Fiore V. Di Bella G. Valenza A. (2015). A Review on Basalt Fibre and Its Composites. Compos. Part B Eng, 74, 74–94. https://doi,org/10,1016/j,compositesb,2014,12,034
  • Gaff M. and Babiak M. (2017). Methods for determining the plastic work in bending and impact of selected factors on its value.” Composite Structures 163(1), 410-422. DOI: 10.1016/j.compstruct.2017.11.036.
  • Gaff M. Kačík F. and Gašparík M. (2019). Impact of thermal Modification on The Chemical Changes and Impact Bending Strength of European Oak and Norway Spruce Wood. Compos Struct, 216, 80-88. https://doi:10,1016/j,compstruct,2019,02,091
  • Georgescu S and Bedelean B. (2017). Effect of Heat Treatment on Compressive and Tensile Strength of End to Edge Butt Joint. Pro Ligno, 13(4), 500-507.
  • Georgescu S. Varodi A.M. Răcășan S. and Bedelean B. (2019). Effect of the Dowel Length, Dowel Diameter, and Adhesive Consumption on Bending Moment Capacity of Heat-treated Wood Dowel Joints BioResources, 14(3), 6619-6632.
  • Hajdarevic S. and Martinovic S. (2014). Effect of Tenon Length on Flexibility of Mortise and Tenon Joints.” Procedia Engineering, 69, 678-685. DOI: 10.1016/j.proeng.2014.03.042
  • Hao J.X. Xu L. Wu X.F. and Liu X.J. (2020). Analysis and Modeling of The Dowel Connection in Wood T Type Joint For Optimal Performance. Composite Structures, 253, 112754. doi:10.1016/j.compstruct.2020.112754
  • John K.C. and Lacroix S. (2000). Composite Reinforcement of Timber in Bending. Can. J. Civ. Eng., 27, 899-906.
  • Ke Q. Lin L. Chen S. Zhang F. and Zhang Y. (2016). Optimization of L-Shaped Corner Dowel Joint in Pine Using Finite Element Analysis With Taguchi Method. Wood Res 61(2), 243-54.
  • Monaldo E. Nerilli F. and Vairo G. (2019). Basalt-Based Fiber-Reinforced Materials and Structural Applications in Civil Engineering, Compos Struct 214, 246-263. https://doi,org/10,1016/j,compstruct,2019,02,002
  • McConnell E. McPolin D. and Taylor S. (2015). Post-tensioning glulam timber beams with basalt FRP tendons, Constr Mater, 168(5), 232–240. https://doi,org/10,1680/coma,14,00032
  • Osmannezhad S. Faezipour M. and Ebrahimi G. (2014). Effects of GFRP on Bending Strength of Glulam Made of Poplar (Populus Deltoids) and Beech (Fagus Orientalis), Constr Build Mater, 51,34-39. https://dx,doi,org/10,1016/j,conbuildmat,2013,10,035
  • Podlena M. Böhm M. Hysek S, Prochazka J. and Cerny R. (2020). Evaluation of Parameters Influencing the Withdrawal Strength of Oak and Beech Dowels. BioResources, 15(1), 1665-1677 DOI: 10.15376/biores.15.1.1665-1667
  • Raftery G.M. and Kelly F. (2015). Basalt FRP Rods For Reinforcement and Repair of Timber. Compos, Part B Eng 70, 9-19.
  • https://doi,org/10,1016/j,compositesb,2014,10,036
  • Schober K.U. Harte A.M. Klige R. Jockwer R. Xu Q. and Chen J.F. (2015). FRP Reinforcement of Timber Structures. Constr Build Mater 97, 106-118.
  • Segovia C. and Pizzi P.A. (2012). Performance of Dowel-Welded Wood Furniture Linear Joints. Journal of Adhesion Science and Technology, 23(9), 1293-1301. DOI: 10.1163/156856109X434017
  • Speranzini E. and Tralascia S. (2010). Engineered lumber: LVL and solid wood reinforced with natural fibres, “In: 11th World conference on timber engineering (WCTE 2010)”, Riva del Garda Eds., Trento, ON, Italy, June 20-24, 2010, pp. 1685–1690.
  • Svoboda T. Ruman D. Gaff M. Gašparík M. Miftieva E. and Dundek L. (2015). Bending Characteristics of Multilayered Soft and Hardwood Materials. BioResources, 10(4), 8461-8473. DOI: 10.15376/biores.10.4.8461-8473
  • Turkish Standardization Institute, 1976, TS 2471: Wood - Determination of Moisture Content for Physical and Mechanical Tests, TSE, Ankara, Turkey, https://intweb,tse,org,tr/
  • Turkish Standardization Institute, 1976, TS 2472: Wood - Determination of Density for Physical and Mechanical Tests, TSE, Ankara, Turkey, https://intweb,tse,org,tr/
  • Wang X. Wu Z. Wu G. Zhu H. and Zen F. (2013), Enhancement of Basalt FRP By Hybridization for Long-Span Cablestayed Bridge. Compos B Eng 44 (1), 184-192. https://doi,org/10,1016/j,compositesb,2012,06,001
  • Wang B. Bachtiar E.V. Yan L. Kasal B. and Fiore V. (2019). Flax, Basalt, E-Glass FRP and Their Hybrid FRP Strengthened Wood Beams: An Experimental Study. Polymers, 11(8), 1255. https://doi.org/10.3390/polym11081255
  • Wdowiak A. and Brol J. (2019). Effectiveness of Reinforcing Bent Non-Uniform Pre-Stressed Glulam Beams With Basalt Fibre Reinforced Polymers Rods. Materials, 12, 3141. https://doi,org/10,3390/ma12193141
  • Wdowiak-Postulak A. (2021). Basalt Fibre Reinforcement of Bent Heterogeneous Glued Laminated Beams. Materials 14,51. https://dx,doi,org/10,3390/ma14010051
  • Windorski D.F. Soltis L.A. and Ross R.J. 1997. Feasibility of fiber glas sreinforced bolted wood connections. United States Department of Agriculture, p. 9.
  • Uysal M. and Haviarova E. (2018). Estimating Design Values For Two-Pin Moment Resisting Dowel Joints with Lower Tolerance Limit Approach. Bioresources, 13(3), 5241-5253. https://ojs,cnr,ncsu,edu/index,php/BioRes/article/view/BioRes_13_3_5241_Uysal_Design_Values_Dowel_Joints_Tolerance/6146
  • Zhou A. Chow C.L. and Lau D. (2018). Structural Behavior of GFRP Reinforced Concrete Columns Under The İnfluence of Chloride at Casting and Service Stages. Compos Part B Eng, 136, 1-9. https://doi:10,1016/j,compositesb,2017,10,011
  • Zhou A. Chow C.L. and Lau D. (2019). Structural Performance of FRP Confined Seawater Concrete Columns Under Chloride Environment, Compos Struct, 216, 12-19. https://doi:10,1016/j,compstruct,2019,02,058
  • Zhou A. Chow C.L. and Lau D. (2020). Interfacial Performance of Aramid, Basalt And Carbon Fiber Reinforced Polymer Bonded Concrete Exposed To High Temperature. Compos Part A Appl Sci Manuf, 131, 105802. https://doi:10,1016/j,compositesa,2020,105802
There are 46 citations in total.

Details

Primary Language English
Subjects Material Characterization
Journal Section Research Articles
Authors

Abdurrahman Karaman 0000-0002-5925-7519

Mehmet Nuri Yıldırım 0000-0002-0180-4479

Publication Date December 25, 2021
Acceptance Date September 10, 2021
Published in Issue Year 2021 Volume: 3 Issue: 2

Cite

APA Karaman, A., & Yıldırım, M. N. (2021). EFFECTS OF WOOD SPECIES OF THE DOWELS AND FIBER WOVEN FABRIC TYPES ON BENDING MOMENT RESISTANCE OF L-SHAPED JOINTS. Wood Industry and Engineering, 3(2), 12-22.
AMA Karaman A, Yıldırım MN. EFFECTS OF WOOD SPECIES OF THE DOWELS AND FIBER WOVEN FABRIC TYPES ON BENDING MOMENT RESISTANCE OF L-SHAPED JOINTS. WI&E. December 2021;3(2):12-22.
Chicago Karaman, Abdurrahman, and Mehmet Nuri Yıldırım. “EFFECTS OF WOOD SPECIES OF THE DOWELS AND FIBER WOVEN FABRIC TYPES ON BENDING MOMENT RESISTANCE OF L-SHAPED JOINTS”. Wood Industry and Engineering 3, no. 2 (December 2021): 12-22.
EndNote Karaman A, Yıldırım MN (December 1, 2021) EFFECTS OF WOOD SPECIES OF THE DOWELS AND FIBER WOVEN FABRIC TYPES ON BENDING MOMENT RESISTANCE OF L-SHAPED JOINTS. Wood Industry and Engineering 3 2 12–22.
IEEE A. Karaman and M. N. Yıldırım, “EFFECTS OF WOOD SPECIES OF THE DOWELS AND FIBER WOVEN FABRIC TYPES ON BENDING MOMENT RESISTANCE OF L-SHAPED JOINTS”, WI&E, vol. 3, no. 2, pp. 12–22, 2021.
ISNAD Karaman, Abdurrahman - Yıldırım, Mehmet Nuri. “EFFECTS OF WOOD SPECIES OF THE DOWELS AND FIBER WOVEN FABRIC TYPES ON BENDING MOMENT RESISTANCE OF L-SHAPED JOINTS”. Wood Industry and Engineering 3/2 (December 2021), 12-22.
JAMA Karaman A, Yıldırım MN. EFFECTS OF WOOD SPECIES OF THE DOWELS AND FIBER WOVEN FABRIC TYPES ON BENDING MOMENT RESISTANCE OF L-SHAPED JOINTS. WI&E. 2021;3:12–22.
MLA Karaman, Abdurrahman and Mehmet Nuri Yıldırım. “EFFECTS OF WOOD SPECIES OF THE DOWELS AND FIBER WOVEN FABRIC TYPES ON BENDING MOMENT RESISTANCE OF L-SHAPED JOINTS”. Wood Industry and Engineering, vol. 3, no. 2, 2021, pp. 12-22.
Vancouver Karaman A, Yıldırım MN. EFFECTS OF WOOD SPECIES OF THE DOWELS AND FIBER WOVEN FABRIC TYPES ON BENDING MOMENT RESISTANCE OF L-SHAPED JOINTS. WI&E. 2021;3(2):12-2.
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