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10th
 World Bamboo Congress, Korea 2015 
Theme: Product Design and Technology 
 
Adhesion and Bonding Performance of Laminated Bamboo Lumber made from
Dendrocalamus sericeus
Pannipa Chaowana1,2
, Kittisak Jindawong2,3
and Sarawood Sungkaew2,4
1
School of Engineering and Resources, Walailak University, Nakorn Sri Thammarat, Thailand 80160
2
Centre of Excellence for Bamboos, Kasetsart University, Bangkok, Thailand 10900
3
The Royal Project Foundation, Chiang Mai, Thailand 50200
4
Faculty of Forestry, Kasetsart University, Bangkok, Thailand 10900
Abstract
The aim of this research was to determine the gluability and bonding properties of
Dendrocalamus sericeus. These properties were analyzed in order to prove its suitability to be
promoted as a raw material for the manufacture of Laminated Bamboo Lumber (LBL). The average
value of pH and buffering capacity were 6.08 and 0.14 milliequivalents respectively. D. sericeus had
high wettability compared to other commercial wood species. In addition, wettability of bamboo culm
outer surface was found to be lower than inner part. The bonding strength of the bamboo strips was
evaluated for MUF resin. It was observed that the layer structure glue appeared to be a significant
variable for the bonding strength on LBL. Results indicate that LBL showed superior strength
properties. The layer structure of bamboo strip had a significant effect on the modulus of rupture and
elasticity, internal bond strength and thickness swelling.
Key words
Dendrocalamus sericeus, Laminated bamboo lumber, Adhesion, Bonding strength
Introduction
Bamboo belongs to the large woody grasses (Family Poaceae, Subfamily Bambusoideae) and
encompasses about 1,200 species within 50 genera in the world (Chapman 1996; Qisheng et al. 2002).
It is mostly distributed in the tropical and subtropical regions, covering an area of over 37 million
hectares. Bamboo is a non-wood lignocellulosic material which has been widely used as a material for
construction, furniture manufacture and daily household uses. In recent times, it has been used as a
raw material for wood products manufactured in Asian factories, such as for pulp and paper, plywood,
Medium Density Fiberboard (MDF), Particleboard (PB) and Oriented Strand Board (OSB), because
of its high strength and properties. However, a change in raw material may affect on product
properties and requires additional adjustment of some processing parameters, such as the adhesive
system. Since the adhesive is a significant cost factor in board production, future development of
bamboo-based composites will require an analysis of the bonding strength between bamboos and
adhesives.
Laminated Bamboo Lumber (LBL) is a type of structural bamboo-based composite composed
of several layers of bamboo lamellae which are placed parallel to each other bonded together with
durable, moisture-resistant adhesives. According to Correal et al. (2009) and Pereira and Faria (2009)
the manufacture of LBL can be summarized and present in figure 1. Correal et al. (2009) illustrates
the mechanical properties of LBL made from Guadua angustifolia Kunt. Based on the this results,
LBL due to the high density compared to wood has higher mechanical properties in bonding shear
strength and bending strength compared to traditional timber species generally. In the point of view,
the LBL can be suitable material for construction and design of thinner structural elements than those
made of wood. It is used as vertical columns or horizontal beams, as well as curved configuration,
arched shapes. Additionally, it is also applied in the panel form for truck floor and gang planks.
10th
 World Bamboo Congress, Korea 2015 
Theme: Product Design and Technology 
 
However, the product’s weight is a disadvantage. Moreover, bamboo contains a waxy component
with heavier and harder outer part of culm. It requires large quantity of resin and pressing time,
thereby pushing up the production cost.
Figure 1 The flow chart of Laminated Bamboo Lumber production.
Therefore, the objectives of this study are to investigate the surface properties of D. sericeus.
Additionally, the LBLs made from D. sericeus bonded with MUF resin were produced the lab-scale
regarding to the combinations of the layer structure and their properties were investigated and
compared to standard requirements and previous researches.
Materials and Methods
Material
In this study, the 1st
to 6h
internode taken from three years old of D. sericeus culms at the
bottom part were collected from Maehia bamboo collection plot, Royal Project Foundation located in
Chiang Mai, North of Thailand. These bamboos had an average culm diameter was about 7.35 cm.
The average culm wall thickness was 2.62 cm. The average specific gravity at 12% moisture content
was 0.608.
Table 1 presents the working properties of the commercial MUF resin (E1 type) used in this
study. Ammonium sulfate was used as the catalyst for.
Table 1 The working properties of UF resin used in this study
Properties Results
Appearance White-colored liquid
Viscosity at 20°C (cps) 150
Solid content 3 hrs at 105°C (%) 62.20
pH at 20°C 9.86
Density at 20°C 1.27
pH Value and Buffer Capacity Measurements
Bamboo chips were ground into the small particles and then screened with a -40/+60 mesh
sieve. Furnish remaining on the 60# mesh screen was used for the investigations.
The method for pH value measurement was modified from the TAPPI T 509 standard
method. One gram of dry specimen was soaked with 70-ml distilled water. The solution was stirred
during soaking for one hour at room temperature. A pH meter (Docu-pH+ meter Sartorius) was used
to determine the pH value. The value was recorded when there was no more drift in the measurement
for a period of 30 seconds.
The buffer capacity measurement procedure was adapted from the method described by
Maloney and Borden Chemical Inc. (Maloney 1993). Thirty grams of dry specimen were soaked in
Bamboo culms Strip preparation Remove the outer part
Laying up Resin application Drying
Hot pressing Trimming Finishing product
10th
 World Bamboo Congress, Korea 2015 
Theme: Product Design and Technology 
 
400-ml of distilled water at room temperature for 30 minutes. The mixture was stirred during the
soaking. The mixture was filtered through the filter paper using a vacuum. One hundred-fifty grams of
the liquid was titrated with 0.01 N Sulfuric acid. The liquid was mixed together by a magnetic stirrer
and the pH value was measured after acid addition, until a pH of 3.5 was reached. The buffer capacity
value was calculated form Normality and volume of acid needed to change the pH to 3.5.
Determination of Contact Angle (Wettability)
A contact angle meter (Kyowa DM 300 with Famas software) was used to determine the
contact angle. Bamboo samples were prepared and removed the outer and inner layers. All specimens
were conditioned at 20°C and 65% RH until the constant weight was reached. Each bamboo surface
was sanded by 220-grid sandpaper immediately before 2 mg of distilled water was dropped onto the
surface of the specimens. The angle made between the droplet and the bamboo surface was measured
after 2 seconds. Comparisons between the bamboo culm surfaces (inner and outer surfaces) and culm
parts (internode and node) were done.
LBL Production and Properties Testing
Bamboo culms were cross-cut to 30 cm length. They were cut into strips of 5 x30 x 3000 mm.
Their outer nodes and the epidermal layer were removed by a knife. Two bamboo strips were bonded
edge to edge using polyvinyl acetate (PVAc) resin until the width was 60 mm.
LBLs (four layers) with approximate dimensions of 16x60x350 mm were produced in the
laboratory using MUF resin with a glue spread rate of 200 g/m2
. These strips were hand-made into
mats and arranged with parallel orientation. The experimental design involved three combinations of
the layered structure (outer-outer, outer-inner and inner-inner layers), as illustrated in figure 2. After
forming, mats were then pressed into boards at a nominal thickness of 16 mm with a temperature of
160°C at a pressure setting of 20 kg/cm2
for 10 minutes and were pressed.
All LBLs were cut into test specimens and placed in a conditioning room maintained at 65%
RH and 20°C for 4 weeks until constant weight was attained. The physical and mechanical properties
of specimens were determined in accordance with EN 300: 1997 and ASTM D 5456-99.
(A) (B) (C)
Outer-outer Outer-inner Inner-inner
Figure 2 Combination of layered structure on laminated bamboo lumber; (A) outer-outer, (B) outer-
inner and (C) inner-inner.
10th
 World Bamboo Congress, Korea 2015 
Theme: Product Design and Technology 
 
Results and Discussion
The mean pH value of D. sericeus is 6.08. Compared to wood species, the pH value of D.
sericeus is slightly higher than those of some softwood and hardwood species commonly used as
composite product which have value in the range of 4-6 (Fengel and Wegener 1984). The average
buffer capacity of D. sericeus is 0.14 milliequivalents which is categorized as possessing high buffer
capacity. From this result, it can be concluded that D. sericeus requires adding of a smaller amount of
acid catalyst to reduce the pH to the optimum level which is required for a resin cure. The same
technologies and practices may be applied to D. sericeus when manufacturing composites.
Table 2 Average value of contact angle on the surface of D. sericeus, separated by culm part and culm
surface
Culm surface
Culm part
Internode Node
Inner surface
45.05
(7.88)1
41.40
(7.79)
Outer surface
51.53
(4.56)
48.40
(9.82)
Note: 1
Number in parenthesis is associated to standard deviation
Table 2 presents the contact angle using distilled water at different culm part and surfaces.
The average contact angle of D. sericeus is 46.60° which is quite similar to common wood species
such as Aspen, Yellow-poplar and White Oak which have the contact angle of 38°, 51° and 50°,
respectively (Freeman and Wangaard 1960). Comparison of contact angle was also made between the
parts and surfaces in the culm. The result shows that the contact angle of outer surface is greater than
that that of the inner surface. The larger angle at the outer surface implied that the outer surface is
more difficult to be wetted than the inner surface. It could be explained by the density variation
between the outer and inner part of bamboo culm Liese (1988). Moreover, the outer surface of
bamboo culm is covered by wax that makes it hard for the adhesive to wet and penetrate to the
cellular structure Liese (1988). Interestingly, the contact angle of nodes is significantly less than the
internodes. An explanation for this phenomenon may be the different anatomical structure of the
nodes and internode (Grosser and Liese 1971). Then, the wettability of nodes is found to be higher
than internodes, which may impose some variability in adhesive bonding. The variation between
internode and node is not desirable characteristics which have an effect on the wettability and
penetration of liquid adhesive used for bonding the bamboo elements together.
Table 3 Average physical and mechanical properties of four-ply laminated bamboo lumber made from
D. sericeus
Type of layer SG TS (%) MOR (MPa) MOE (MPa) IB (MPa)
A
0.70
(0.03)1
22.6
(2.1)
47.64
(5.5)
5,604.16
(263)
0.29
(0.02)
B
0.71
(0.02)
12.2
(2.1)
57.78
(7.2)
7,977.78
(229)
0.42
(0.07)
C
0.70
(0.02)
10.8
(1.9)
58.69
(6.4)
9,863.60
(242)
0.45
(0.02)
Note: 1
Number in parenthesis is associated to standard deviation
SG = Specific gravity; TS = Thickness swelling; MOR = Modulus of rupture; MOE =
Modulus of elasticity; IB = Internal bond strength
From the practical point of view, the adhesive used for bamboo must be modified for the
optimizing bonding process, such as increasing of the filler amount in the glue mixture, using the
10th
 World Bamboo Congress, Korea 2015 
Theme: Product Design and Technology 
 
liquid which has the low surface tension as the solvent in glue mixture, or adding the surfactant into
the glue mixture.
The physical and mechanical properties of LBL with different layered structures are shown in
Table 3. The average specific gravity of LBL is 0.70 which is higher than the original specific gravity
of D. sericeus because of the hot pressing process applied in LBL manufacture, which results in
denser products. The result suggests that there is significant difference between types of layered
structures. Type A shows the worse physical and mechanical properties than other types. This may be
due to the center of specimen composed of the denser layer (outer-outer layer). As mentioned above,
the outer surface of bamboo culm shows a high contact angle resulted in poor surface wettability and
bonding strength of LBL. It can be confirmed by previous studies. Nugroho and Ando (2001) reported
that the internal bond strength of bamboo zephyr board tended to decrease when bamboo zephyr
strands were laid on outer-outer layer type. They explained that the outer surface of bamboo culm
contains chemicals such as wax and silica, which has the seriously effect on the bonding strength of
the glue line. Additionally, the outer surface of bamboo is denser than the inner layer, which can
seriously affect the wettability and the penetration of resin. Furthermore, Anwar et al. (2005) reported
that the shear strength property of Plybamboo was very low due to the low wettability of outer surface
of bamboo culm. As the result, the best property occurred on the inner-inner layer. The getting higher
in properties might be due to center of specimen composed of the lighter layer which is easier to be
wetted by liquid adhesive resulted in better bonding strength.
Based on this finding, the bamboo strips should be laid in inner-inner layer type for LBL
manufacturer.
Conclusions
Based on this study, the following conclusions can be drawn:
1. D. sericeus has the comparable pH value and buffer capacity to other commercial wood
species.
2. The wettability of D. sericeus is quite similar to common wood species. In addition,
wettability of bamboo culm outer surface is found to be lower than inner part. Moreover, the
wettability of nodes was found to be higher than internodes.
3. The layered structure appears to be significant variable for the properties on four-ply LBL
made from D. sericeus.
Acknowledgements
The authors gratefully acknowledge Royal Project Foundation and Centre of Excellence for
Bamboos, Kasetsart University, Thailand for financial support. We would like also to express our
thanks to Maehia bamboo collection plot and Research Center of Excellence on Wood Science and
Engineering, Walailak University, Thailand for providing spaces and facilities for the experimental
work.
References
Anwar, U.M.K.; Paridah, M.T.; Hamdan, H.; Abd Latif, M.; Zaidon, A. 2005. Adhesion and bonding
properties of plybamboo manufactured from Gigantochloa scortechinii. American Journal of
Applied Sciences, (Special Issue), 53-58.
American Society of Testing Materials. 1999. Standard Specification for Evaluation of Structural
Composite Lumber Products. Annual Book of ASTM Standards Des. D 5456-99.
Chapman, G.P. 1996. The biology of grasses. Department of Biochemistry and Biological Sciences,
Wye College, University of London, United Kingdom.
10th
 World Bamboo Congress, Korea 2015 
Theme: Product Design and Technology 
 
Correan, J.F. ; Ramires, F. ; Yamin, L.E. 2009. Experimental study of Glued Laminated Guadua as
building material: Adhesive calibration. The 8th
World Bamboo Conference, Bangkok,
Thailand, 16-18 September 2009. World bamboo organization. pp. 16-24.
European Standard. 1997. Oriented Strand Boards (OSB) – Definitions, classification and
specifications. EN 300:1997.
Fengel, D.; Wegener, G. 1984. Wood: chemistry, ultrastructure, reaction. Walter de Gruyter. Berlin,
Germany.
Freeman, H.G.; Wangaard, F.F. 1960. Effect of wettability of wood on glue-line behavior of two urea
resins. Forest Product Journal, 10(6), 311-315.
Grosser, D.; Liese, W. 1971. On the anatomy of Asian bamboos, with special reference to their
vascular bundles. Wood Science and Technology, 5, 290-312.
Liese, W. 1998. The anatomy of bamboo culms. International Network for Bamboo and Rattan,
Beijing, People’s Republic of China.
Maloney, T.M. 1993. Modern particleboard and dry-process fiberboard manufacturing (updated
edition). Miller Freeman, San Francisco, USA.
Nugroho, N.; Ando, N. 2001. Development of structural composite products made from bamboo II:
fundamental properties of laminated bamboo lumber. Journal of Wood Science, 47, 237-242.
Pereira, M.A.; Faria, O.B. 2009. Bambu product: Mechanical characteristics of Glued Laminated
Bamboo. The 8th
World Bamboo Conference, Bangkok, Thailand, 16-18 September 2009.
World bamboo organization. pp. 135-150.
Qisheng, Z.; Shenxue, J.; Yongyu, T. 2002. Industrial utilization on bamboo: Technical report no. 26.
The International Network for Bamboo and Rattan (INBAR), People’s Republic of China.
Technical Association of Pulp and Paper Industry. 1983. Cold extraction method for hydrogen ion
concentration (pH) of paper extracts. TAPPI T 509 om-83.

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2015 adhesion & bonding performance of lbl made from dendrocalamus sericeus

  • 1. 10th  World Bamboo Congress, Korea 2015  Theme: Product Design and Technology    Adhesion and Bonding Performance of Laminated Bamboo Lumber made from Dendrocalamus sericeus Pannipa Chaowana1,2 , Kittisak Jindawong2,3 and Sarawood Sungkaew2,4 1 School of Engineering and Resources, Walailak University, Nakorn Sri Thammarat, Thailand 80160 2 Centre of Excellence for Bamboos, Kasetsart University, Bangkok, Thailand 10900 3 The Royal Project Foundation, Chiang Mai, Thailand 50200 4 Faculty of Forestry, Kasetsart University, Bangkok, Thailand 10900 Abstract The aim of this research was to determine the gluability and bonding properties of Dendrocalamus sericeus. These properties were analyzed in order to prove its suitability to be promoted as a raw material for the manufacture of Laminated Bamboo Lumber (LBL). The average value of pH and buffering capacity were 6.08 and 0.14 milliequivalents respectively. D. sericeus had high wettability compared to other commercial wood species. In addition, wettability of bamboo culm outer surface was found to be lower than inner part. The bonding strength of the bamboo strips was evaluated for MUF resin. It was observed that the layer structure glue appeared to be a significant variable for the bonding strength on LBL. Results indicate that LBL showed superior strength properties. The layer structure of bamboo strip had a significant effect on the modulus of rupture and elasticity, internal bond strength and thickness swelling. Key words Dendrocalamus sericeus, Laminated bamboo lumber, Adhesion, Bonding strength Introduction Bamboo belongs to the large woody grasses (Family Poaceae, Subfamily Bambusoideae) and encompasses about 1,200 species within 50 genera in the world (Chapman 1996; Qisheng et al. 2002). It is mostly distributed in the tropical and subtropical regions, covering an area of over 37 million hectares. Bamboo is a non-wood lignocellulosic material which has been widely used as a material for construction, furniture manufacture and daily household uses. In recent times, it has been used as a raw material for wood products manufactured in Asian factories, such as for pulp and paper, plywood, Medium Density Fiberboard (MDF), Particleboard (PB) and Oriented Strand Board (OSB), because of its high strength and properties. However, a change in raw material may affect on product properties and requires additional adjustment of some processing parameters, such as the adhesive system. Since the adhesive is a significant cost factor in board production, future development of bamboo-based composites will require an analysis of the bonding strength between bamboos and adhesives. Laminated Bamboo Lumber (LBL) is a type of structural bamboo-based composite composed of several layers of bamboo lamellae which are placed parallel to each other bonded together with durable, moisture-resistant adhesives. According to Correal et al. (2009) and Pereira and Faria (2009) the manufacture of LBL can be summarized and present in figure 1. Correal et al. (2009) illustrates the mechanical properties of LBL made from Guadua angustifolia Kunt. Based on the this results, LBL due to the high density compared to wood has higher mechanical properties in bonding shear strength and bending strength compared to traditional timber species generally. In the point of view, the LBL can be suitable material for construction and design of thinner structural elements than those made of wood. It is used as vertical columns or horizontal beams, as well as curved configuration, arched shapes. Additionally, it is also applied in the panel form for truck floor and gang planks.
  • 2. 10th  World Bamboo Congress, Korea 2015  Theme: Product Design and Technology    However, the product’s weight is a disadvantage. Moreover, bamboo contains a waxy component with heavier and harder outer part of culm. It requires large quantity of resin and pressing time, thereby pushing up the production cost. Figure 1 The flow chart of Laminated Bamboo Lumber production. Therefore, the objectives of this study are to investigate the surface properties of D. sericeus. Additionally, the LBLs made from D. sericeus bonded with MUF resin were produced the lab-scale regarding to the combinations of the layer structure and their properties were investigated and compared to standard requirements and previous researches. Materials and Methods Material In this study, the 1st to 6h internode taken from three years old of D. sericeus culms at the bottom part were collected from Maehia bamboo collection plot, Royal Project Foundation located in Chiang Mai, North of Thailand. These bamboos had an average culm diameter was about 7.35 cm. The average culm wall thickness was 2.62 cm. The average specific gravity at 12% moisture content was 0.608. Table 1 presents the working properties of the commercial MUF resin (E1 type) used in this study. Ammonium sulfate was used as the catalyst for. Table 1 The working properties of UF resin used in this study Properties Results Appearance White-colored liquid Viscosity at 20°C (cps) 150 Solid content 3 hrs at 105°C (%) 62.20 pH at 20°C 9.86 Density at 20°C 1.27 pH Value and Buffer Capacity Measurements Bamboo chips were ground into the small particles and then screened with a -40/+60 mesh sieve. Furnish remaining on the 60# mesh screen was used for the investigations. The method for pH value measurement was modified from the TAPPI T 509 standard method. One gram of dry specimen was soaked with 70-ml distilled water. The solution was stirred during soaking for one hour at room temperature. A pH meter (Docu-pH+ meter Sartorius) was used to determine the pH value. The value was recorded when there was no more drift in the measurement for a period of 30 seconds. The buffer capacity measurement procedure was adapted from the method described by Maloney and Borden Chemical Inc. (Maloney 1993). Thirty grams of dry specimen were soaked in Bamboo culms Strip preparation Remove the outer part Laying up Resin application Drying Hot pressing Trimming Finishing product
  • 3. 10th  World Bamboo Congress, Korea 2015  Theme: Product Design and Technology    400-ml of distilled water at room temperature for 30 minutes. The mixture was stirred during the soaking. The mixture was filtered through the filter paper using a vacuum. One hundred-fifty grams of the liquid was titrated with 0.01 N Sulfuric acid. The liquid was mixed together by a magnetic stirrer and the pH value was measured after acid addition, until a pH of 3.5 was reached. The buffer capacity value was calculated form Normality and volume of acid needed to change the pH to 3.5. Determination of Contact Angle (Wettability) A contact angle meter (Kyowa DM 300 with Famas software) was used to determine the contact angle. Bamboo samples were prepared and removed the outer and inner layers. All specimens were conditioned at 20°C and 65% RH until the constant weight was reached. Each bamboo surface was sanded by 220-grid sandpaper immediately before 2 mg of distilled water was dropped onto the surface of the specimens. The angle made between the droplet and the bamboo surface was measured after 2 seconds. Comparisons between the bamboo culm surfaces (inner and outer surfaces) and culm parts (internode and node) were done. LBL Production and Properties Testing Bamboo culms were cross-cut to 30 cm length. They were cut into strips of 5 x30 x 3000 mm. Their outer nodes and the epidermal layer were removed by a knife. Two bamboo strips were bonded edge to edge using polyvinyl acetate (PVAc) resin until the width was 60 mm. LBLs (four layers) with approximate dimensions of 16x60x350 mm were produced in the laboratory using MUF resin with a glue spread rate of 200 g/m2 . These strips were hand-made into mats and arranged with parallel orientation. The experimental design involved three combinations of the layered structure (outer-outer, outer-inner and inner-inner layers), as illustrated in figure 2. After forming, mats were then pressed into boards at a nominal thickness of 16 mm with a temperature of 160°C at a pressure setting of 20 kg/cm2 for 10 minutes and were pressed. All LBLs were cut into test specimens and placed in a conditioning room maintained at 65% RH and 20°C for 4 weeks until constant weight was attained. The physical and mechanical properties of specimens were determined in accordance with EN 300: 1997 and ASTM D 5456-99. (A) (B) (C) Outer-outer Outer-inner Inner-inner Figure 2 Combination of layered structure on laminated bamboo lumber; (A) outer-outer, (B) outer- inner and (C) inner-inner.
  • 4. 10th  World Bamboo Congress, Korea 2015  Theme: Product Design and Technology    Results and Discussion The mean pH value of D. sericeus is 6.08. Compared to wood species, the pH value of D. sericeus is slightly higher than those of some softwood and hardwood species commonly used as composite product which have value in the range of 4-6 (Fengel and Wegener 1984). The average buffer capacity of D. sericeus is 0.14 milliequivalents which is categorized as possessing high buffer capacity. From this result, it can be concluded that D. sericeus requires adding of a smaller amount of acid catalyst to reduce the pH to the optimum level which is required for a resin cure. The same technologies and practices may be applied to D. sericeus when manufacturing composites. Table 2 Average value of contact angle on the surface of D. sericeus, separated by culm part and culm surface Culm surface Culm part Internode Node Inner surface 45.05 (7.88)1 41.40 (7.79) Outer surface 51.53 (4.56) 48.40 (9.82) Note: 1 Number in parenthesis is associated to standard deviation Table 2 presents the contact angle using distilled water at different culm part and surfaces. The average contact angle of D. sericeus is 46.60° which is quite similar to common wood species such as Aspen, Yellow-poplar and White Oak which have the contact angle of 38°, 51° and 50°, respectively (Freeman and Wangaard 1960). Comparison of contact angle was also made between the parts and surfaces in the culm. The result shows that the contact angle of outer surface is greater than that that of the inner surface. The larger angle at the outer surface implied that the outer surface is more difficult to be wetted than the inner surface. It could be explained by the density variation between the outer and inner part of bamboo culm Liese (1988). Moreover, the outer surface of bamboo culm is covered by wax that makes it hard for the adhesive to wet and penetrate to the cellular structure Liese (1988). Interestingly, the contact angle of nodes is significantly less than the internodes. An explanation for this phenomenon may be the different anatomical structure of the nodes and internode (Grosser and Liese 1971). Then, the wettability of nodes is found to be higher than internodes, which may impose some variability in adhesive bonding. The variation between internode and node is not desirable characteristics which have an effect on the wettability and penetration of liquid adhesive used for bonding the bamboo elements together. Table 3 Average physical and mechanical properties of four-ply laminated bamboo lumber made from D. sericeus Type of layer SG TS (%) MOR (MPa) MOE (MPa) IB (MPa) A 0.70 (0.03)1 22.6 (2.1) 47.64 (5.5) 5,604.16 (263) 0.29 (0.02) B 0.71 (0.02) 12.2 (2.1) 57.78 (7.2) 7,977.78 (229) 0.42 (0.07) C 0.70 (0.02) 10.8 (1.9) 58.69 (6.4) 9,863.60 (242) 0.45 (0.02) Note: 1 Number in parenthesis is associated to standard deviation SG = Specific gravity; TS = Thickness swelling; MOR = Modulus of rupture; MOE = Modulus of elasticity; IB = Internal bond strength From the practical point of view, the adhesive used for bamboo must be modified for the optimizing bonding process, such as increasing of the filler amount in the glue mixture, using the
  • 5. 10th  World Bamboo Congress, Korea 2015  Theme: Product Design and Technology    liquid which has the low surface tension as the solvent in glue mixture, or adding the surfactant into the glue mixture. The physical and mechanical properties of LBL with different layered structures are shown in Table 3. The average specific gravity of LBL is 0.70 which is higher than the original specific gravity of D. sericeus because of the hot pressing process applied in LBL manufacture, which results in denser products. The result suggests that there is significant difference between types of layered structures. Type A shows the worse physical and mechanical properties than other types. This may be due to the center of specimen composed of the denser layer (outer-outer layer). As mentioned above, the outer surface of bamboo culm shows a high contact angle resulted in poor surface wettability and bonding strength of LBL. It can be confirmed by previous studies. Nugroho and Ando (2001) reported that the internal bond strength of bamboo zephyr board tended to decrease when bamboo zephyr strands were laid on outer-outer layer type. They explained that the outer surface of bamboo culm contains chemicals such as wax and silica, which has the seriously effect on the bonding strength of the glue line. Additionally, the outer surface of bamboo is denser than the inner layer, which can seriously affect the wettability and the penetration of resin. Furthermore, Anwar et al. (2005) reported that the shear strength property of Plybamboo was very low due to the low wettability of outer surface of bamboo culm. As the result, the best property occurred on the inner-inner layer. The getting higher in properties might be due to center of specimen composed of the lighter layer which is easier to be wetted by liquid adhesive resulted in better bonding strength. Based on this finding, the bamboo strips should be laid in inner-inner layer type for LBL manufacturer. Conclusions Based on this study, the following conclusions can be drawn: 1. D. sericeus has the comparable pH value and buffer capacity to other commercial wood species. 2. The wettability of D. sericeus is quite similar to common wood species. In addition, wettability of bamboo culm outer surface is found to be lower than inner part. Moreover, the wettability of nodes was found to be higher than internodes. 3. The layered structure appears to be significant variable for the properties on four-ply LBL made from D. sericeus. Acknowledgements The authors gratefully acknowledge Royal Project Foundation and Centre of Excellence for Bamboos, Kasetsart University, Thailand for financial support. We would like also to express our thanks to Maehia bamboo collection plot and Research Center of Excellence on Wood Science and Engineering, Walailak University, Thailand for providing spaces and facilities for the experimental work. References Anwar, U.M.K.; Paridah, M.T.; Hamdan, H.; Abd Latif, M.; Zaidon, A. 2005. Adhesion and bonding properties of plybamboo manufactured from Gigantochloa scortechinii. American Journal of Applied Sciences, (Special Issue), 53-58. American Society of Testing Materials. 1999. Standard Specification for Evaluation of Structural Composite Lumber Products. Annual Book of ASTM Standards Des. D 5456-99. Chapman, G.P. 1996. The biology of grasses. Department of Biochemistry and Biological Sciences, Wye College, University of London, United Kingdom.
  • 6. 10th  World Bamboo Congress, Korea 2015  Theme: Product Design and Technology    Correan, J.F. ; Ramires, F. ; Yamin, L.E. 2009. Experimental study of Glued Laminated Guadua as building material: Adhesive calibration. The 8th World Bamboo Conference, Bangkok, Thailand, 16-18 September 2009. World bamboo organization. pp. 16-24. European Standard. 1997. Oriented Strand Boards (OSB) – Definitions, classification and specifications. EN 300:1997. Fengel, D.; Wegener, G. 1984. Wood: chemistry, ultrastructure, reaction. Walter de Gruyter. Berlin, Germany. Freeman, H.G.; Wangaard, F.F. 1960. Effect of wettability of wood on glue-line behavior of two urea resins. Forest Product Journal, 10(6), 311-315. Grosser, D.; Liese, W. 1971. On the anatomy of Asian bamboos, with special reference to their vascular bundles. Wood Science and Technology, 5, 290-312. Liese, W. 1998. The anatomy of bamboo culms. International Network for Bamboo and Rattan, Beijing, People’s Republic of China. Maloney, T.M. 1993. Modern particleboard and dry-process fiberboard manufacturing (updated edition). Miller Freeman, San Francisco, USA. Nugroho, N.; Ando, N. 2001. Development of structural composite products made from bamboo II: fundamental properties of laminated bamboo lumber. Journal of Wood Science, 47, 237-242. Pereira, M.A.; Faria, O.B. 2009. Bambu product: Mechanical characteristics of Glued Laminated Bamboo. The 8th World Bamboo Conference, Bangkok, Thailand, 16-18 September 2009. World bamboo organization. pp. 135-150. Qisheng, Z.; Shenxue, J.; Yongyu, T. 2002. Industrial utilization on bamboo: Technical report no. 26. The International Network for Bamboo and Rattan (INBAR), People’s Republic of China. Technical Association of Pulp and Paper Industry. 1983. Cold extraction method for hydrogen ion concentration (pH) of paper extracts. TAPPI T 509 om-83.