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The effect of the densification process on dowel tensile performance with different types of glues


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Introduction

In particular, the fast-growing softwood species create highly hollow textures, and therefore, their density is low (Parham et al. 1984). High demand for quality material in the wood industry makes it important to expand the usage area of forest assets by improving their properties (densification modification) due to rising prices and increasing environmental awareness (Pelit 2014).

In scientific studies related to furniture, data on mechanical, for example, joint performance, is used. The mechanical properties of furniture products depend on the materials from which the elements are produced, and the joining techniques applied to assemble these elements. For jointing furniture elements, several types of fitting systems are used. One of these is using wood dowels. Dowel joints have been used with glue for many years. This technique is widely preferred in serial production factories and small workshop furniture enterprises due to its low cost and high-performance features.

A dowel is a wooden material that is used to connect two furniture elements. It can be applied with or without glue and can be prepared in different diameters (Kasal et al. 2020).

Dowel joining is the most preferred, easy, and economical method of joining in furniture production. For this purpose, multiple dowel drilling machines are used in serial production (Imirzi et al. 2014).

Research has been carried out to determine the effects of joining methods in determining the resistance at the joints of furniture elements. The dowel tensile performance values of wooden length joints prepared using dowels produced from ash (Fraxinus excelsior Lipsky), chestnut (Castanea sativa Mill) and sessile oak (Quercus petraea Lieble) wood were investigated. According to the test results, the highest dowel tensile strength value (N/mm2) was obtained in the test samples as 7.70, prepared using sessile oak using polyvinyl acetate (PVAc-D4) glue, and the lowest dowel tensile strength value (N/mm2) was obtained in a chestnut dowel using polyurethane (PU-D4) glue (Karaman 2019).

Some physical, mechanical, and technological properties of wood materials, thermo-mechanically compressed and heat-treated have been investigated. Scots pine (Pinus sylvestris L.) and Eastern beech (Fagus orientalis L.) woods were densified at 110 C and 150 C by compressing 20% to 40% radially. It has been found that resistance properties have increased from 4% to 81% (Pelit 2014).

Compressive strains of 12%, 16%, 24%, and 32% were applied to white spruce woods at temperatures of (20°C, 100°C, 150°C, and 200°C). At 150°C and 200°C, modulus of rupture (MOR) and modulus of elasticity (MOE) values showed minor differences between 150°C and 200°C (Tabarsa and Chui 1997).

After bleaching the colors of Scotch pine (Pinus sylvestris L.), eastern beech (Fagus orientalis L.), ash (Fraxinus excelsior L.) and sessile oak (Quercus petraea spp.) wood in which PVAc glue was used, the adhesion resistance was determined. As a result of the bonding resistance tests, it has been determined that there is a decrease in the adhesion performance of all tree species whose color is lighter compared to natural materials (Atar and Özçiftçi 1999). Wood samples prepared from wild cherry (Cerasus avium (L.) Monench) were heat treated by the Thermo Wood method at 190°C and 212°C for 1 and 2 hours. It has been determined that the average surface roughness decreases with heat treatment (Aytin 2013).

Different wood species are statically densified in a quietus press up to 140 MPa pressure. The performance potential index at bending varied between 0.65 and 1.03, the highest for oak (Fagaceae) and the lowest for alder Alnus (Blomberg 2006).

Beech (Fagus silvatica), Norway spruce (Picea abies) and coast pine (Pinus pinaster) trees are densified in the radial direction at 150°C temperature with 13 MPa pressure. After densification, the density of beech (0.67 g/cm3), Norway spruce (0.42 g/cm3), and beach pine (0.50 g/cm3) increased to 1.27 g/m3, 1.30 g/cm3, and 1.32 g/cm3, respectively. As a result of mechanical tests, the modulus of elasticity, Brinell hardness, and shear resistance are found to be much higher than the control samples (Navi and Girardet 2000).

Wooden materials prepared in different thicknesses have been subjected to the densification process with the thermo-mechanical method at 175°C press temperature and 13% and 22% compression level. It has been reported that hardness values increased by 23% and 31%, respectively, compared to the control samples (Adlam 2005).

In the study investigating the effect of high press temperatures on beech wood, it has been reported that with increasing pressing temperatures and pressing time, there has been a significant improvement in the dimensional stability of the beech wood samples. The most suitable press temperature value is 200°C and the most suitable pressing time is 6 minutes (Kudela and Resetka 2011).

Experimental samples obtained from Pinus Caribaea var. Hondurensis wood were subjected to the thermomechanical condensation process with 25% and 50% compression ratios for 50 minutes. As a result of the research, it was determined that a moderate improvement occurred in surface roughness and an improvement was observed in mechanical properties (Santos et al. 2012).

Samples prepared from Scotch pine (Pinus sylvestris L.) wood were subjected to surface densification at 150°C and in three different levels. A 90% increase was observed in Brinell hardness values with a 3.8% mass loss in the samples (Rautkari et al. 2009).

Polyvinyl acetate (PVA) glue was used as an adhesive in the study investigating the adhesion strength of yellow pine (Pinus silvestris L.), beech (Fagus orientalis L.), and oak (Quercus rubra) wood.

In terms of wood species, the highest adhesion resistance was found in beech, then in oak and pine, respectively (Altnok 1998).

Eckelman (1979) has found a strong relationship between tensile performance and shearing resistance that is parallel to the fibers of the wood used in construction. As a result of the regression analysis, the dowel tensile performance of the wood material from the edge he proposed. F=0.834DL.89(0.95S1S2)ab {\rm{F}} = 0.834\,{\rm{DL}}\,.89\left( {0.95\,{\rm{S}}1 - {\rm{S}}2} \right)ab where:

F – dowel tensile performance (pound),

D – dowel diameter (inches),

L – dowel effective length (inches),

S1 – shearing resistance of wood material which dowel fixed (psi),

S2 – shearing resistance of wood material which dowel made (psi),

a – glue coefficient,

b – dowel hole space coefficient (Eckelman 1979).

Samples from poplar (Populus tremula) and birch (Betula pubescens) woods have been subjected to the condensation process at a temperature of 200°C and pressures between 1.5 MPa and 7.3 MPa. Defects occurring in the condensation process are found in 75% of poplar wood and 25% of birch wood. Some physical and mechanical properties of Scots pine (Pinus sylvestris L.) are investigated after densification processes. It was found that the most suitable temperature level was 120°C while an increase in densification temperature decreased strength properties (Ülker et al. 2014).

However, it has been determined that these defects can be minimized by increasing the steaming time (Ahmed et al. 2013). The optimal condensation parameters for fir Abies wood densified by the thermohydromechanical (THM) method were determined to be a compression ratio of 60%, a temperature of 230°C, and a time of 20 minutes. At the end of the condensation process, hardness was found to be 30 MPa while adhesion strength was 8 MPa. (Li et al. 2012).

The properties of Eastern redcedar (Juniperus virginiana), southern pine (Pinus echinata), and yellow poplar (Liriodendron tulipifera) samples that had undergone heat treatment were assessed. For the testing, a total of 80 samples-20 for each temperature level-were used. The results suggest that, when compared to two other species of wood, eastern redcedar specimens exhibited the lowest levels of discolouration. Hardness values of the samples consistently demonstrated a negative impact of heat exposure (Ulker et al. 2018).

Viscoelastic thermal compression (VTC) was used to densify low-density hybrid poplar (Populus deltoides × Populus trichocarpa) to three distinct densification levels (63, 98, and 132%). The findings demonstrated that the increased density had a considerable positive impact on the bending characteristics of the VTC wood (MOR and MOE) (Kutnar et al. 2018).

Surface quality, adhesive bondline shear strength, hardness, and color changes were studied for materials compressed at temperatures ranging from 100°C to 180°C. According to these findings, compressed specimens’ surface roughness decreased with rising temperature (Ulker et al. 2017).

Material and methods
Materials
Wood material

Eastern spruce (Picea orientalis) and poplar (Populus nigra), which have low densities, were used in the experiments. In the selection of woods, factors such as not being damaged by insects and fungi, lack of fiber curls, being dry and naturally colored, and fibers parallel to each other were taken into consideration. In the selection of wood material, TS ISO 3129 principles have been followed.

The materials intended for physical and mechanical tests were selected considering the purpose of the test, as well as the requirements to ensure that the properties obtained from the test pieces represent the sample population.

So, samples were selected to represent the population. For each species to be tested, at least five logs representative of that species or species group were selected. The heart plank was cut in the direction of two mutually perpendicular diameters (Fig. 1).

Figure 1

Cutting pattern of heart planks from a log

The number of the samples were determined to represent whole log. In this scope wood properties and structure such as percentage of late wood and early wood, were considered to minimize its effects on the test results.

Glue

Desmodur-VTKA and polyvinyl acetate (PVAc) glues are the most used glues in the wood industry. Desmodur-VTKA is polyurethane based with one component, solvent free adhesive. It is mostly preferred in assembly work in the wood industry. On the other hand, PVAC glue is a water-based adhesive. It is formed from vinyl acetate monomer under the action of a polymerization initiator and is commonly known as white adhesive.

Both glues were applied to the dowel surfaces and holes at an average of 10 g/m2. PVAc glue is widely used in the furniture industry due to its cold application, quick hardening, odorless, and fireproof properties. It does not dye wood or wear down tools during processing. The properties of the PVAc glue used in the trials were determined by the glue manufacturer as its density of 1.1 g/cm3, viscosity 160–200 cps, PH = 5.00 and ash content of 3% (Polisan 1996). PU glue is a solvent-free, single-component polyurethane-based glue that is resistant to water and moisture, and it is used for bonding wood, metal, polyester, stone, ceramic, PVC, and other plastic surfaces. As specified by the glue manufacturer, the density of the PU glue is 0.02 g/cm2 at 20°C, and its viscosity is 3300–4000 cps at 25°C, and it hardens in 30 minutes at 20°C and 65% relative humidity (Polisan 2019).

Dowel

In the study, dowels made of Eastern spruce and poplar with a diameter of 8 mm and 10 mm and a height of 70 mm, the body surface of which is flat and smooth grooved, were used in accordance with the principles of TS 4539.

Melamine coated particleboard

Melamine coated chipboard, most used material in dowel joints in the furniture industry, has dimensions 5×5 cm with 18 mm thickness was used.

Method
Densification processes

Wooden samples used for the dowel have been dried up to the amount of an average humidity of 12% in the automatic drying oven. The samples were kept at a temperature of 20°C and a relative humidity of 65%. Samples were kept in the air conditioning cabinet until they reached a constant weight before densification processes. To obtain the target compression thickness (10 mm) with the compression ratios (50% and 75%), the test specimens were brought to two different draft thicknesses (15 mm and 20 mm). Compression ratios and the dimensions of draft test samples are indicated in Table 1.

Pre-compression dimensions of draft test samples

Compression ratio Dimensions (mm)
length (longitudinal direction) width (tangent direction) thickness (radial direction)
50% 800 10 20
75% 800 10 40

Draft examples of poplar and Eastern spruce woods were densified by using the thermomechanical (TM) compression method. For this process, a specially designed hydraulic press with a 60×60 cm table size is used under temperature and pressure control (100 tons to 250 atm) (Fig. 2).

Figure 2

Hydraulic press used in densification processes

The technical properties of the hydraulic press are given in Table 2.

Technical properties of the hydraulic press

Press temperature Compression ratio
Pressure capacity 100 ton – 250 Bar
Temperature range 0–250°C
Pressure piston stroke 500 mm
Table size 60 × 60 cm
Motion auto/manual, 8–11 mm/sec.

Densification process

Densification
Press temperature Compression ratio Time
140°C 50% press heating + 15 minutes
75% press heating + 15 minutes

The densification process was applied to the wood material at 140 ± 5°C in two different compression ratios of 50% and 75%.

The test specimens were placed on the press table as both surfaces touched the press table. The internal temperature of the press was controlled by a digital heat meter. Samples are kept under light pressure until the internal temperature of the samples reaches the desired temperature (140°C) value for the press tables. A 10 mm thick metal stopper profiler was used for targeted compression ratios. The samples were compressed in the radial direction using an automatic control of the loading speed of 60 mm/min. Compressed samples have been kept under pressure for 15 minutes. At the end of this period, samples are taken from the press and, to minimize its spring-back effect, samples are allowed to cool up to room temperature under an average pressure of 5 kg/cm2.

Preparation of experiment samples

Dowels made from poplar and spruce wood have been made ready after pulling them at 8 and 10 mm in the dowel machine. For dowel joints, 18 mm thick melamine coated particleboard was brought to a 50 × 50 mm net dimension and 18 mm deep holes were drilled into the boards. Samples are divided into control and densification groups before the tensile performance test. Test parameters are given in Table 4.

Test parameters

Poplar 800 × 10 × 8 PVAc Control 6 Eastern spruce 800 × 10 × 8 PVAc Control 6
50% 6 50% 6
75% 6 75% 6
D-VTKA Control 6 D-VTKA Control 6
50% 6 50% 6
75% 6 75% 6
800 × 10 × 10 PVAc Control 6 800 × 10 × 10 PVAc Control 6
50% 6 50% 6
75% 6 75% 6
D-VTKA Control 6 D-VTKA Control 6
50% 6 50% 6
75% 6 75% 6

Dowels and melamine coated particleboards were adhered with polyvinyl acetate (PVAc) and Polyurethane (D-VTKA) adhesives and then left to dry for 1 day.

According to this, a total of 144 dowels were prepared, including 2 wood species (poplar and Eastern spruce), 3 different densification ratios (control, 50%, and 75%), 2 dowel diameter varieties (8 and 10 mm), 2 glue types (PVAc and D-VTKA), and 6 samples needed for each (Fig. 3).

Figure 3

Experiment samples

Conducting the experiment

The tensile values of the dowel were determined according to the principles specified in TS 2475 and ASTM-D 1035 standards. Method for determining the ultimate tensile stress of wood parallel to grain on small clear specimens is performed by measuring the breaking load applied statically along the longitudinal axis of a test piece. The maximum dowel tensile performance is recorded in kilogram force (kg/cm2). The experiments were carried out on a 5-ton universal test machine with a loading speed of 2 mm/min under static load (Fig. 4). Testing machine is capable of ensuring a constant rate of loading and movement of the loading head and allowing measurement of the load to an accuracy of 1%.

Figure 4

Dowel tensile test

Data analysis

The MSTAT-C package program was used for statistical evaluations. A one-level analysis of variance (ANOVA) was conducted to determine the effect of the type of wood material on the physical and mechanical properties of wood materials. The interactions of tree species, densification values, diameter varieties, and glue types were determined by multiple variance analysis and if the differences were statistically found significant according to p, the smallest significant difference (LSD: least significant difference) test was used for the significance of these differences between the groups. The success sequences of the factors included in the experiment were determined by dividing them into homogeneity groups.

Results
Physical properties

This section presents the densities and spring-back rates of poplar and Eastern spruce woods compressed at 50% and 75% at 140°C temperature using the thermo-mechanical (TM) method.

Spring-back rates

Average values of the compression ratios are given in Table 5.

Compression ratios in air dry moisture after densification processes

Wood Densification conditions Thickness before compression Thickness after compression Press thickness Compression ratio Std.
Poplar 140°C 50% 20 mm 10.14 mm 10 mm 47.80% 0.16
140°C 75% 40 mm 10.57 mm 10 mm 73.57% 0.58
Eastern spruce 140°C 50% 20 mm 10.22 mm 10 mm 48.90% 0.31
140°C 75% 40 mm 10.86 mm 10 mm 72.85% 0.51
Density and moisture content

Density values and moisture content of the samples are given in Table 6.

Density values and moisture content of dowels

Densification ratio Density values (g/cm3) Moisture content (%)
poplar eastern spruce poplar eastern spruce
Control 0.390 0.401 8.218 8.925
50% 0.508 0.540 4.558 6.485
75% 0.622 0.629 4.381 5.187

The highest density (g/cm3) was found in Eastern spruce (0.629), with the highest densification ratio of 75%. The lowest density (g/cm3) was found in the control samples (0.390) in poplar wood. The moisture content (%) was higher in the control samples (without densification) because the pores on the wood surface were closed and water was ejected with the compression process.

Mechanical Properties
Tensile performance test

Average values of dowel tensile performance test according to wood species, densification ratios, dowel diameter varieties and glue types are given in Table 7.

Descriptive Statics

Parameters Tensile performance (kg/cm2)*
densification dowel diameter (mm) glue type poplar eastern spruce
control 8 PVAc 177.302 139.665
8 D-VTKA 176.582 206.168
10 PVAc 171.640 134.923
10 D-VTKA 154.833 178.178
50% 8 PVAc 227.615 183.760
8 D-VTKA 226.072 192.995
10 PVAc 160.153 187.593
10 D-VTKA 110.105 115.582
75% 8 PVAc 177.780 189.280
8 D-VTKA 203.208 222.127
10 PVAc 159.003 303.547
10 D-VTKA 120.853 136.205

Arithmetic average.

Variance analysis of tensile performance test

Source Degree of freedom Sum of square Mean of square F α < 0.05
Wood species (A) 1 2,811.562 2,811.562 7.3974 0.0075*
Densification (B) 2 14,244.143 7,122.071 18.7386 0.0000*
AB 2 21,040.921 10,520.461 27.6799 0.0000*
Diameter (C) 1 41,772.206 41,772.206 109.9050 0.0000*
AC 1 15,980.963 15,980.963 42.0468 0.0000*
BC 2 16,775.502 8,387.751 22.0686 0.0000*
ABC 2 9,586.050 4,793.025 12.6107 0.0000*
Glue (D) 1 8,853.084 8,853.084 23.2930 0.0000*
AD 1 43.263 43.263 0.1138 0.0000*
BD 2 28,015.219 14,007.609 36.8548 0.0000*
ABD 2 20,149.924 10,074.962 26.5078 0.0000*
CD 1 42,854.177 42,854.177 112.7517 0.0000*
ACD 1 9,539.593 9,539.593 25.0992 0.0000*
BCD 2 15,928.969 7,964.484 20.9550 0.0000*
ABCD 2 9,423.694 4,711.847 12.3971 0.0000*
Error 120 45,609.062 380.076
Total 143 302,628.332

Statistically significant.

The tensile performance of dowels varies depending on the wood species, dowel diameter, densification ratio, and glue type. The highest tensile performance (kg/cm2) value was determined as 303.547 in 10 mm of Eastern spruce glued with PVAc glue and 75% densified. The lowest value was found in 10 mm spruce as 110.105 glued with D-VTKA and 50% densified. A variance analysis was performed to determine the effects of independent variables such as wood species, dowel diameter, densification ratio, and glue type on tensile performance.

The effects of wood species (A), densification ratio (B), diameter variety (C), glue type (D) and their interactions with each other (binary, triple, and quadruple) on the results of the tensile performance test were found significant (0.05). It is seen that dowel diameter showed the most effect on tensile performance test results, with an f value of 109.9050. The other variables that had the greatest impact were glue type, densification ratio and wood species, with f values of 23.29, 18.73, and 7.39, respectively. In the results, the Duncan test was applied to determine in which groups the difference was important. The homogeneity test regarding wood species, densification ratio, and dowel diameter is given in Table 9.

Tensile performance test results according to wood species

Wood species* Tensile performance (kg/cm2)X – HG
Eastern spruce 182.50a
Poplar 173.66b
Densification ratio**
75% 191.4a
50% 175.5b
Control 167.4c
Dovel diameter***
8 mm diameter dowel 195.11a
10 mm diameter dowel 161.05b
Types Glue****
PVAc glue 185.92a
D-VTKA glue 170.24b

HG:

LSD – ±6.423,

LSD – ±7.866,

LSD – ±16.129,

LSD – ±6.423.

LSD– Least small significant difference, HG: Homogeneity Groups.

The highest tensile performance (kg/cm2) was found to be 191.4 in dowels, which were exposed to 75% densification. It was determined that there existed a direct proportion between densification ratio and tensile force. When densification ratios are increased, the tensile force also increases. Besides, the diameter of the dowel (mm) contributes negatively to the tensile force. An increase of 21% has been detected in tensile tests of 8 mm dowels compared to 10 mm dowels. According to the wood species, the tensile forces were found close to each other, while the highest tensile performance (kg/cm2) was found in Eastern spruce with a value of 182.5. Tensile performance according to wood species, densification ratio, dowel diameter and glue type is given in Figure 5.

Figure 5

Tensile performance according to wood species, densification ratio, dowel diameter and glue type

Binary interactions of AB (wood species×densification ratio), AC (wood species×diameter), BC (densification ratio×diameter), AD (wood species×glue type), BD (densification ratio×glue type) and CD (diameter×glue type) are given in Table 10.

Tensile performance test results according to binary interactions

Wood + Densification X-HG Densification + Diameter X-HG Densification + Glue X-HG
Es + d75% 212.8a d50% + 8mm 207.6a d75% + PVAc 212.1a
P + d50% 181.0b d75% + 8mm 202.8a d50% + PVAc 189.8b
P 170.1bc d75% + 10mm 179.9b C + Dv 178.9bc
Es + d50% 170bc C + 8mm 174.9b d75% + Dv 170.6cd
P + d75% 169.9bc C + 10mm 159.9c d50% + Dv 161.2de
Es 164.7c d50% + 10mm 143.4d C + PVAc 155.9e
LSD = ±11.09 LSD = ±11.12 LSD = ±19.21
Wood + diameter X-HG Wood + Glue X-HG Diameter + Glue X-HG
P + 8mm 201.2a Es + PVAc 189.8a 8mm + Dv 204.5a
Es + 8mm 189.0b P + PVAc 182.1b 10mm + Dv 186.1b
Es + 10mm 176.0c Es + Dv 175.2c 8mm + PVAc 185.7b
P + 10mm 146.1d P + Dv 165.3d 10mm + PVAc 136.0c
LSD = ±15.68 LSD = ±11.12 LSD = ±9.083

Es – eastern spruce; P – poplar; d50% – 50% densification ratio; d75% – 75% densification ratio; C – Control; PVAc – polyvinyl acetate glue; Dv – desmodur-VTKA glue; HG – homogeneity groups.

According to the bilateral interactions, the maximum tensile performance (kg/cm2) was determined at Es+d75% as 212.8 and found least at 10mm + PVAc as 136. The interactions of all parameters with each other are given in the Table 11.

Tensile performance (kg/cm2) test results according to quadruple (Duncan Test) interactions

Wood species + Densification ratio + + Diameter of dowel + Glue type X-HG (kg/cm2)
P + d50% + 8mm + PVAc 227.6a
P + d50% + 8mm + Dv 226.1a
Es + d75% + 8mm + Dv 222.1a
Es + C+8mm + Dv 206.2b
P + d75% + 8mm + Dv 203.2bc
P + d75% + 8mm + PVAc 196.6bcd
Es + d50% + 8mm + Dv 193.0cde
Es + d75% + 8mm + PVAc 189.3cde
Es + d50% + 10mm + PVAc 187.6cde
Es + d50% + 8mm + PVAc 183.8cdef
Es + d75% + 10mm + PVAc 177.8def
Es + C+10mm + Dv 178.2defg
P + C + 8mm + PVAc 177.3defg
P + C + 8mm + Dv 176.6efg
Es + C + 10mm + PVAc 171.6efg
P + d50% + 10mm + PVAc 160.2fgh
P + d75% + 10mm + PVAc 159.0fghi
P + C + 10mm + Dv 154.8ghi
Es + C + 8mm + PVAc 139.7hij
Es + d75% + 10mm + Dv 136.2hij
Es + C + 10mm + PVAc 134.9ij
P + d75% + 10mm + Dv 120.9jk
Es + d50% + 10mm + Dv 115.6jk
P + d50% + 10mm + Dv 110.1k

LSD value – ±15.73.

According to quadruple interactions the highest tensile performance (kg/cm2) was found in P + d50% + + 8mm + PVAc as 227.6 while the least value was found in P + d50% + 10mm + Dv as 110.1 Graph of quadruple interactions are given.

Figure 6

Interaction of all parameters

Conclusion

In this study, dowel tensile performance values on melamine-coated chipboard were investigated. As a result of the experiments, the test samples prepared using different glues, densification ratios, and wood species in different diameters showed different performance properties against tensile forces. The effects of wood species, densification, diameter, and glue type on dowel tensile performance were found to be significant.

The densification process had a positive effect on wood material tensile performance values. The highest tensile performance (kg/cm2) was determined in samples with a 75% densification ratio of 303.547. The lowest tensile performance (kg/cm2) was obtained with the test sample as 110.105, to which a 50% densification ratio was applied. According to the control samples, the 50% densification process increased the tensile performance by 4.79%. This increase was by 14.37% in the test samples with 75% densification.

Scots pine solid wood was densified at 40, 50, and 60% of the thickness. The hardness of densified samples with a ratio of 40, 50, and 60% was found to be 19.0, 29.3, and 23.9 N/mm2, respectively, while control samples had a hardness of 15.5 N/mm2 (Laine, 2016).

One of the aims of this study is to find out whether the type of glue is effective in dowel tensile performance. For this purpose, the two most used glues in joining operations in the wood industry were preferred, and the results were interpreted according to these glue types. It has been clearly observed that PVAC glue has superior adhesion properties to D-VTKA glue. According to the glue type, the highest tensile performance was obtained in PVAc glue (303.547 kg/cm2) while the lowest value was in D-VTKA glue (110.105 kg/cm2). PVAc is thought to penetrate deep into the wood material by adjusting the viscosity of the adhesive molecules with water, which is used as a thinner for PVAc glue.

The effects of Vacsol Azure (VA) on the bonding power of PVAc and D-VTKA adhesives on some impregnated wood materials were determined. The highest bonding performance was obtained in PVAc treated samples at 9.707 N/mm2 (Keskin et al. 2009).

According to the dowel diameter, the highest tensile performance was obtained with a 10 mm dowel diameter (303.547 kg/cm2). The lowest tensile performance was obtained on an 8 mm dowel (176.582 kg/cm2).

Edge dowel holding performance at 10 mm dowels was found to be 11% higher than that at a diameter of 8 mm (Kasal, 2007). Wood material density values, elasticity properties, late wood ratios, resin presence, and glue type can all influence dowel tensile performance.

Eastern redcedar (Juniperus virginiana), southern pine (Pinus echinata), and yellow poplar (Liriodendron tulipifera) samples that had undergone heat treatment had their properties assessed. Hardness values of the samples consistently demonstrated a negative impact of heat exposure. The surface quality of the samples from all three species appears to have improved with rising temperatures (Ulker et al. 2018).

As a result, considering its widespread use, the properties of wood materials, dowel diameter, densification amount, glue type, and engineering design approach are important to make dowel joints in accordance with the purpose.

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