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

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

Open Access
|Dec 2022

Figures & Tables

Figure 1

Cutting pattern of heart planks from a log
Cutting pattern of heart planks from a log

Figure 2

Hydraulic press used in densification processes
Hydraulic press used in densification processes

Figure 3

Experiment samples
Experiment samples

Figure 4

Dowel tensile test
Dowel tensile test

Figure 5

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

Figure 6

Interaction of all parameters
Interaction of all parameters

Pre-compression dimensions of draft test samples

Compression ratioDimensions (mm)
length (longitudinal direction)width (tangent direction)thickness (radial direction)
50%8001020
75%8001040

Test parameters

Poplar800 × 10 × 8PVAcControl6Eastern spruce800 × 10 × 8PVAcControl6
50%650%6
75%675%6
D-VTKAControl6D-VTKAControl6
50%650%6
75%675%6
800 × 10 × 10PVAcControl6800 × 10 × 10PVAcControl6
50%650%6
75%675%6
D-VTKAControl6D-VTKAControl6
50%650%6
75%675%6

Tensile performance test results according to wood species

Wood species*Tensile performance (kg/cm2)X – HG
Eastern spruce182.50a
Poplar173.66b
Densification ratio**
75%191.4a
50%175.5b
Control167.4c
Dovel diameter***
8 mm diameter dowel195.11a
10 mm diameter dowel161.05b
Types Glue****
PVAc glue185.92a
D-VTKA glue170.24b

Compression ratios in air dry moisture after densification processes

WoodDensification conditionsThickness before compressionThickness after compressionPress thicknessCompression ratioStd.
Poplar140°C 50%20 mm10.14 mm10 mm47.80%0.16
140°C 75%40 mm10.57 mm10 mm73.57%0.58
Eastern spruce140°C 50%20 mm10.22 mm10 mm48.90%0.31
140°C 75%40 mm10.86 mm10 mm72.85%0.51

Descriptive Statics

ParametersTensile performance (kg/cm2)*
densificationdowel diameter (mm)glue typepoplareastern spruce
control8PVAc177.302139.665
8D-VTKA176.582206.168
10PVAc171.640134.923
10D-VTKA154.833178.178
50%8PVAc227.615183.760
8D-VTKA226.072192.995
10PVAc160.153187.593
10D-VTKA110.105115.582
75%8PVAc177.780189.280
8D-VTKA203.208222.127
10PVAc159.003303.547
10D-VTKA120.853136.205

Technical properties of the hydraulic press

Press temperatureCompression ratio
Pressure capacity100 ton – 250 Bar
Temperature range0–250°C
Pressure piston stroke500 mm
Table size60 × 60 cm
Motionauto/manual, 8–11 mm/sec.

Density values and moisture content of dowels

Densification ratioDensity values (g/cm3)Moisture content (%)
poplareastern sprucepoplareastern spruce
Control0.3900.4018.2188.925
50%0.5080.5404.5586.485
75%0.6220.6294.3815.187

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

Wood species + Densification ratio + + Diameter of dowel + Glue typeX-HG (kg/cm2)
P + d50% + 8mm + PVAc227.6a
P + d50% + 8mm + Dv226.1a
Es + d75% + 8mm + Dv222.1a
Es + C+8mm + Dv206.2b
P + d75% + 8mm + Dv203.2bc
P + d75% + 8mm + PVAc196.6bcd
Es + d50% + 8mm + Dv193.0cde
Es + d75% + 8mm + PVAc189.3cde
Es + d50% + 10mm + PVAc187.6cde
Es + d50% + 8mm + PVAc183.8cdef
Es + d75% + 10mm + PVAc177.8def
Es + C+10mm + Dv178.2defg
P + C + 8mm + PVAc177.3defg
P + C + 8mm + Dv176.6efg
Es + C + 10mm + PVAc171.6efg
P + d50% + 10mm + PVAc160.2fgh
P + d75% + 10mm + PVAc159.0fghi
P + C + 10mm + Dv154.8ghi
Es + C + 8mm + PVAc139.7hij
Es + d75% + 10mm + Dv136.2hij
Es + C + 10mm + PVAc134.9ij
P + d75% + 10mm + Dv120.9jk
Es + d50% + 10mm + Dv115.6jk
P + d50% + 10mm + Dv110.1k

Densification process

Densification
Press temperatureCompression ratioTime
140°C50%press heating + 15 minutes
75%press heating + 15 minutes

Tensile performance test results according to binary interactions

Wood + DensificationX-HGDensification + DiameterX-HGDensification + GlueX-HG
Es + d75%212.8ad50% + 8mm207.6ad75% + PVAc212.1a
P + d50%181.0bd75% + 8mm202.8ad50% + PVAc189.8b
P170.1bcd75% + 10mm179.9bC + Dv178.9bc
Es + d50%170bcC + 8mm174.9bd75% + Dv170.6cd
P + d75%169.9bcC + 10mm159.9cd50% + Dv161.2de
Es164.7cd50% + 10mm143.4dC + PVAc155.9e
LSD = ±11.09LSD = ±11.12LSD = ±19.21

Variance analysis of tensile performance test

SourceDegree of freedomSum of squareMean of squareFα < 0.05
Wood species (A)12,811.5622,811.5627.39740.0075*
Densification (B)214,244.1437,122.07118.73860.0000*
AB221,040.92110,520.46127.67990.0000*
Diameter (C)141,772.20641,772.206109.90500.0000*
AC115,980.96315,980.96342.04680.0000*
BC216,775.5028,387.75122.06860.0000*
ABC29,586.0504,793.02512.61070.0000*
Glue (D)18,853.0848,853.08423.29300.0000*
AD143.26343.2630.11380.0000*
BD228,015.21914,007.60936.85480.0000*
ABD220,149.92410,074.96226.50780.0000*
CD142,854.17742,854.177112.75170.0000*
ACD19,539.5939,539.59325.09920.0000*
BCD215,928.9697,964.48420.95500.0000*
ABCD29,423.6944,711.84712.39710.0000*
Error12045,609.062380.076
Total143302,628.332
DOI: https://doi.org/10.2478/ffp-2022-0021 | Journal eISSN: 2199-5907 | Journal ISSN: 0071-6677
Language: English
Page range: 214 - 225
Submitted on: Jan 27, 2022
|
Accepted on: Mar 10, 2022
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Published on: Dec 10, 2022
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2022 Ersin Ercan, Kadir Aydin, Cansu Özder, Musa Atar, published by Forest Research Institute
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.