The Flexural Strength of Wood Connection using Different Lengths
of Waste Plastic Bottle as Connector
Taufiq Lilo Adi Sucipto and Anis Rahmawati
Department of Civil Engineering, Faculty of Teacher Training and Education, Sebelas Maret University, Indonesia
Keywords: Flexural strength, Wood connection, Wood connector, Waste plastic bottle
Abstract: Various types of wood processing produce wood waste beside indeed the wood products. Wood waste can be
re used by joining it using wood connector, which was in this current study used waste plastic bottle by heating
the plastic using a hot air gun at a certain temperature. The length of the connector could be influence to the
strength of the wood connection. Therefor this study was conducted to observe the flexural strength of the
wood connection using waste plastic bottle as connector in some different lengths by doing an experimental
study. Thirty samples with 5x5x76 cm in dimension were prepared from five variations of the connection
length that were 5, 10, 15, 20, and 25 cm. Eight samples made for each variations of length. The results
indicate that the length of the connector significantly influence in the flexural strength of the wood connection.
The length of the plastic connector which met the highest flexural strength was 20 cm which was reach 65.091
kg / cm2 or 7.58% of the undamaged wood or wood without connection.
1 INTRODUCTION
Muhi (2011) states that global warming is basically a
phenomenon of global temperature increase from
year to year due to the greenhouse effect caused by
increased emissions of gases such as carbon dioxide
(CO2), methane (CH
4
), dinitrooxide (N
2
O) and
chloro fluoro carbon (CFC) so that solar energy is
trapped in the Earth's atmosphere. According to the
Green Building Council Indonesia 2009 in Utomo
(2012) all CO
2
emissions in the world, 30-40% are
produced by buildings, so that any reduction in
emissions in buildings will be of great leverage to
anticipate global warming.
The building sector has the potential to anticipate
damage to the earth, which is one of them by
implementing a concept of environmentally friendly
buildings or commonly referred to as the concept of
"green building", where the concept demands a
building with attention to environmental aspects,
starting from the planning, development process,
selection building materials, installation up to the
operational period. One effort that can be made by
humans to reduce CO
2
emissions using wood material
so that the Green Open Space is maintained, so that
the balance goes well.
Various types of wood processed to meet the
needs of construction, furniture and decorations that
produce products and waste. Wood cut waste is found
mostly in the timber sector processing. Wood pieces
can be used to increase the value of the function by
connecting. The connector that can be used is a plastic
bottle. Its presence in the environment is very large
and has not been utilized optimally, especially in the
field of wood connections.
Based on Jambeck (2015) Indonesia ranks the 2nd
largest country producing plastic waste. Whereas
plastic waste specifically, Baruno (2015) stated that
consumption of bottled drinking water in Indonesia
throughout 2014 was recorded at 23.1 billion liters. It
can be estimated that the number of plastic bottles in
Indonesia in 2014 is 15.4 billion bottles if all bottles
are 1.5 liters. Plastics used in bottled drinking water
generally from PET (Polyethylene Terephthalate)
plastic types. Quoted from Derucher et al 1981 in
Shinta (2008) states that PET has tensile strength
(1.5-1.8) x 10
3
psi, modulus of elasticity 0, 19 x 10
3
psi and impact strength <16 psi. While the resistance
to plastic bottles for weathering is estimated to be 500
years to 1,000 years until decomposition (Juniarta,
2016). So it is very necessary to do research on plastic
bottles used as wood connectors.
Plastic bottle connectors are made using a hot air
gun to heat the plastic until the entire surface of the
158
Lilo Adi Sucipto, T. and Rahmawati, A.
The Flexural Strength of Wood Connection using Different Lengths of Waste Plastic Bottle as Connector.
DOI: 10.5220/0009007801580162
In Proceedings of the 7th Engineering International Conference on Education, Concept and Application on Green Technology (EIC 2018), pages 158-162
ISBN: 978-989-758-411-4
Copyright
c
2020 by SCITEPRESS Science and Technology Publications, Lda. All rights reserved
plastic bottle shrinks and attaches to the wooden
surface of the connected part. This connection
technique was first exhibited in 2016 by Micaella
Pedros, an artist from London. Therefor this study
was conducted to observe the flexural strength of the
wood connection using waste plastic bottle as
connector in some different lengths by doing an
experimental study.
2 RESEARCH METHODLOGY
The flexural test based on the standard wood bending
test at the SNI 03-3959-1995 laboratory. The sample
used is 6 samples in each variation, while the number
of variations is 5 variations in connection length.
wood type is local teak wood from Kaliyoso, Central
Java with a size of 5 x 5 x 76 cm. The total sample
used is 30 samples.
The plastic bottles used are PET bottles
(Terephalate Polyethylene) with a capacity of 1500
ml. PET plastic bottles are used all from only one
brand. Variations in joint length were 5 cm, 10 cm, 15
cm, 20 cm and 25 cm. Plastic bottles are connected to
the center of the wood to be joined. The samples of
the connection for each variation can be seen in
Figure 1. The independent variables were the length
of the plastic bottle connector and the dependent
variable in this study was the flexural strength.
Figure 1: Wood joinned with plastic bottle in different
connector length variations.
The moisture content test was done so that the test
requirements are met. The maximum moisture
content for flexural strength test is 20%. Calculation
of water content according to ASTM D 4442-92-
2003. When wood moisture content requirements
were met, the wood were processed to a dimension of
5 x 5 cm and a length of 38 cm with 60 bars to be
connected, and 6 bars without being connected along
76 cm.
The wood bars were then given notches on each
corner of the wood crossing with the first notch edge
distance with a 0.5 cm from connection. The shape of
the semicircular notch is 2 cm in diameter with a
distance of 0.5 cm from the notch edge. The detail
projection is shown in Figure 2.
Figure 2: Projection of wood with semicircular notch.
The length of the plastic bottles were adjusted to
the length of the connection variation. The wood that
has been notched is then installed with plastic bottles
according to the length of the variation by means of
being heated using a hot air gun. The distance of the
hot air gun to the plastic bottle when the heating
process was around 7-10 cm. Plastic bottles were
heated to the entire plastic surface attached to the
wooden surface that was connected.
Excessive heating can make plastic bottles
whitening or melting should be avoided during
heating the plastic bottles. If both things happen, then
the strength will be different.
Test specimens that have been prepared were then
tested for flexural strength using the GoTech U60
type UTM (Universal Testing Machine). After
testing, the data were obtained maximum load or
maximum load received by the test spsciment (P).
Furthermore, calculating the flexural strength has the
following Equation (1).
σl
t
3PL
2bh²
(2)
Where, σlt is flexural strenght (kg/cm
2
), P is
maximum load (kg), L is support distance (cm), b is
speciment widht (cm) and h is speciment hight (cm).
The data obtained from the test were then
processed by doing outlier detection, i.e. cleaning
data from outlier data. Outlier data in this study were
data that have a z-score outside the range for data less
than 80 that is -2.5 to 2.5. If outlier data were found,
the data should be discarded because it cannot be
used. This data were then analyzed using simple
linear regression analysis using the SPSS application.
Before performing regression analysis, normality and
linearity tests were used as prerequisites.
The Flexural Strength of Wood Connection using Different Lengths of Waste Plastic Bottle as Connector
159
3 RESULTS AND DISCUSSION
The wood moisture content testing based on ASTM
D 4442-92-2003 produces an average moisture
content of 15.90%. The moisture content had met the
requirements of flexural testing.
Relative strength is a comparison of the flexural
strength of original wood (without connection) with
joinned wood in percentage form. Flexural strength
test results can be seen in Table 1.
Table 1: Flexural strength test result.
Connector Length
(cm)
Flexural
Strenght
(kgf/cm
2
)
Relative
Strenght (%)
5 22.881 2.666
10 37.759 4.400
15 50.799 5.919
20 65.091 7.584
25 61.662 7.185
Wood without
connection 858.228 100
Figure 3. Stretched plastic.
Figure 4. Torned plastic.
Figure 5. (A) Broken wood and (B) Torned plastic.
Plastic bottle as connector behave along the
testing deforming, streching and torning slowly. It
torn at the wood edges near the bottom connection.
Meanwhile, it strech shown when the plastic detached
from the semicircular notch. In line with Stoebe's
(2007) statement that if polyethylene is stretched, the
molecule moves so that it becomes longer and
inherence with the direction of attraction. With a load
speed of 2.5 mm per minute with ± 25% deviation
allowed (SNI 03-3959-1995), the plastic will stretch
as long as it receives the load in the form of tensile
force (bottom section) and will tear if it is no longer
able to stretch.
In addition to plastic, wood breaks at the cross-
sectional angle of the upper joint (compressive force).
When the wood is broken, the flexural strength
decreases drastically and will rise again as long as the
plastic is still able to withstand the load. The cause of
this break in wood is estimated because the distance
of the notch is too close to the connection. As quoted
from Handayani (2009) states that there is a minimum
distance between connecting devices, so that the
wood can avoid the possibility of rupture.
The value of the wood flexural strength of this
connection can also be affected by the number of
connection layers. The number of connecting devices
greatly affects the strength of the connection (Sadiyo
et al, 2012). A connection layer that uses only one
layer less contributes to good flexural strength. It is
proven that only one layer of plastic connection will
be easier to stretch and the plastic part that in the
notch is easy to return straight because the size of the
thickness of the plastic bottle is very thin.
This plastic bottle connection is also compared to
other types of connections obtained from Safitri &
Gunawan (2010) study of flexural testing of wooden
beams in the cross section of 6 cm x 12 cm with
phenol epoxy adhesive consisting of two types of
components, namely adhesive components (resin)
and hardener component with finger joint connection
1: 2 slope ratio of 115,541 kg / cm², 1: 4 equal to
151,014 kg / cm² value of woodless joint flexural
strength of 537,268 kg / cm². Whereas based on
research (Aji & Dermawan, 2013) from testing the
flexural strength of wood beams 6 cm x 12 cm with
ALF Epoxi Adhesive adhesive material, hooked
bevel lip connection (BSBMB) has decreased flexural
strength of 91.14% or has flexural strength 8.86% of
timber without connection. Graph comparison of the
percentage of flexural strength can be seen in Figure
6.
In Figure 6, PBC (Plastic Bottle Connection) is a
wooden connection that uses plastic bottle connectors
that tested in this study, SLC (Sloped Lip Connection)
EIC 2018 - The 7th Engineering International Conference (EIC), Engineering International Conference on Education, Concept and
Application on Green Technology
160
is a wooden connection using ALF Epoxi Adhesive
glue joint, FJC 1: 2 (Finger Joint Connection with a
slope ratio of 1: 2) is a wooden connection using
Phenol Epoxy glue joints and FJC 1: 4 (Finger Joint
Connection with a slope ratio of 1: 4) is a wooden
connection using Phenol Epoxy glue joints.
Figure 6: Flexural strenght rasio comparison of various
connected wood to wood without connection.
Figure 7: SLC wood speciment when collapsed (Aji &
Dermawan, 2013).
Figure 8. FJC Design (Safitri & Gunawan, 2010).
Based on Figure 6 plastic bottle connection is the
lowest strength type of connection compared to other
types of connections. So it can be concluded that the
innovation of plastic bottle joints is not good enough
to be used in the construction of dominant wood
withstand bending forces. But this plastic bottle
connection has advantages, including easy to get,
easy to make, elastic and shaped according to the
shape of wood. However, its use is still limited to
connecting longitudinal wood so that new
innovations are needed.
4 CONCLUSIONS AND
RECOMMENDATION
The results indicate that the length of the connector
significantly influence in the flexural strength of the
wood connection. The length of the plastic connector
which met the highest flexural strength was 20 cm
which was reach 65.091 kg / cm
2
or 7.58% of the
undamaged wood or wood without connection.
From this study, several recommendations can be
stated. The need for further research on how much
plastic bottles shrink so that the connection can be
installed according to the plan. Hereafter, notch
design as shear connector and the distance to the edge
of wood connections need to be observe to get
condition that between wood and plastic bottles can
collapse simultaneously, so that it can provide
maximum flexural strength. In order to get better
flexural strength, wood connections using plastic
bottle connectors need to be combined with other
connection devices such as glue.
ACKNOWLEDGEMENTS
We thank the Directorate General of Higher
Education (DIKTI), the Ministry of Research
Technology and Higher Education RI, for the
research funding.
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Application on Green Technology
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