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DOI 10.1515/polyeng-2012-0151 J Polym Eng 2013; 33(7): 665–672
Irullappasamy Siva*, Jebas Thangaih Winowlin Jappes, Pandian Pitchipoo, Sandro Campos Amico, Erumaipatty Rajagounder Nagarajan and Nainar Azhagesan
Gray optimization of process parameters of surface modification of coconut sheath reinforced polymer composites
Abstract: Surface modification of natural fiber may greatly enhance the mechanical interlocking between fiber and matrix. Although there are many reports on surface modification of natural fibers, little technical information is available to enable the selection of optimized surface modification conditions. In this work, treatment parameters, such as bath temperature, agent concentration, and treatment time, are optimized to achieve higher interfacial adhesion. The effect of these parameters on flexural and impact strength is investigated by applying gray relational techniques. Experimental results show that NaOH concentration and treatment time are significant variables which improve interfacial strength, while NaOH bath temperature appears less important.
Keywords: alkali treatment; coconut sheath; gray method; polymer composite; process parameters.
*Corresponding author: Irullappasamy Siva, Centre for Composite Materials, Department of Mechanical Engineering, Kalasalingam University, Krishnankoil-626126, India, e-mail: [email protected] Thangaih Winowlin Jappes and Nainar Azhagesan: CAPE Institute of Technology, Department of Mechanical Engineering, Tirunelveli-627114, IndiaPandian Pitchipoo: Department of Mechanical Engineering, PSR Engineering College, Sivakasi-626140, IndiaSandro Campos Amico: Department of Materials Engineering, UFRGS, Porto Alegre/RS, BrazilErumaipatty Rajagounder Nagarajan: Department of Chemistry, Kalasalingam University, Krishnankoil-626126, India
1 IntroductionNatural fibers are found to be great competitors for synthetic fibers, due to their low density, lower CO2 emission, and their ecofriendly intrinsic characteristics [1, 2]. Recent research work indicates the capability of natural fibers extracted from various parts of a plant to show similar performances to existing synthetic fibers [3]. Automobile
and other industrial sectors are currently adopting those ecofriendly composites in their end products [4].
One of the great challenges to researchers is to develop compatibility between natural fibers and the polymer matrix. Surface energy of natural fibers is low, because of their hydrophilic nature [2]. In lignocellulosic fibers, cellulose is a crystalline material which generally plays a role in load bearing. The matrix is the bulk material phase which makes the fibers work as an integral unit by binding them. The applied load is transferred from the matrix to the fiber through their interfaces [2]. In nature, cellulosic fibers are covered with lignin, pectin, and wax, among others, which prevents an effective stress transfer when they are in a composite. Alkali treatment is one of the suitable surface modification processes which removes the deposits and activates the cellulose [4]. The fiber then becomes less hydrophilic, promoting stronger mechanical interlocking with the matrix.
Rout et al. [5] studied the surface modification of coir fibers collected from the husk of the coconut fruit and their use in polyester composites. Bleaching, alkali treatment, and acrylonitrile grafting were done on coir fibers. The concentration of alkali solution/acrylonitrile grafting and temperature of the bleach, were found to greatly influence the tensile and flexural properties differently. Park and Kim [6] studied the effect of temperature of the surface activation process for carbon fiber composites, in order to reduce the sorption properties. They concluded that, the surface developed acidic properties when the temperature was < 800°C and no such properties were observed when it was > 900°C. John et al. [7] investigated the effect of surface treatment conditions on the mechanical properties of sisal/glass polyester hybrid composites. They used 0.5%, 1%, 2%, and 4% alkali solutions, and the latter yielded the highest tensile strength. None of the researchers reported specific treatment conditions or any optimization technique for the novel coconut sheath reinforcement.
Recently, most manufacturing processes involved in producing polymer composites were optimized in order to achieve superior quality [8–11]. Chang et al. [12] used
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666 I. Siva et al.: Gray optimization of process parameters
the L18 Taguchi technique to optimize injection pressure, compression pressure, and mold preheat temperatures, aiming to produce high quality Resin Transfer Molding products. Das et al. [13] optimized the fiber content ratio among jute, sisal, and coir fibers used as reinforcements for a polypropylene matrix, obtaining optimum tensile properties for a composite made of about 66% sisal fibers and 34% coir fibers. Qiao et al. [14] presented a global approximation method to optimize material architecture in fiber reinforced plastic beams. For the optimization, deflection limit of the composite beam, material failure and elastic buckling were considered as constraints.
Hence, in this work, an L9 orthogonal array with three parameters (bath temperature, concentration, treatment time) in three levels was used to optimize the NaOH alkali treatment conditions, in order to achieve greater flexural and impact strength. Further, the gray relational technique [15] was adopted, since this study has multiple objective functions.
2 Materials and methodsUnsaturated polyester (USP)(Grade: SBA2303Isothalic) was used as the matrix. Methyl ethyl ketone peroxide (MEKP) was used as the catalyst and cobalt naphthenate as the accelerator; all those chemicals includes were supplied by Vasavibala ResinsChennai, Tamilnadu StateIndia. NaOH (AR Grade) was supplied by United Scientific Suppliers, Madurai, Tamilnadu StateIndia. Naturally woven coconut sheaths was acquired from local agriculture fields in Tamilnadu region, India.
2.1 Properties of coconut sheath
Naturally woven coconut sheath can be found in the bottom portion of coconut trees. These mats contain unidirectional strong fibers and lean linked fibers. These fibers are different from ordinary coir fibers, for which many references are available in the literature [5, 16, 17]. Table 1 shows the chemical characterization of novel coconut sheath and conventional coir fibers.
2.2 Surface modification
The coconut sheath was initially battered with cold water and then dried. The fibers were then surface treated under different conditions. In this study, the three chosen
Table 1 Comparison of characteristics of novel coconut sheath and conventional coir fibers.
Properties Coconut sheath (Experimental data)
Coir fiber [16, 17]
Wax content (%) 0.41 –Density at room temperature (g/cc) 1.38 1.15Cellulose content (%) 68.36 32Lignin content (%) 20.63 29.23Moisture content (%) 8.79 8Ash content (%) 1.04 1.5
Table 2 Factors and factor levels selected in the matrix experiment.
Factor Level
1 2 3
A. NaOH bath concentration (normality) 0.5 1.0 1.5B. Treatment time (h) 1 5 10C. Treatment temperature (°C) 30 60 90
control factors were designed with three levels, as shown in Table 2. The selected L9 matrix is shown in Table 3. In general, the dried fibers were immersed into the NaOH alkali solution, followed by thorough removal of the alkali solution from the fibers surface by washing.
2.3 Optimization of surface modification
Gray relational analysis was used to maximize mechanical strength. This theory is especially suitable for data with uncertain, multi inputs and discrete properties [15]. The steps below were followed while applying gray relational analysis:
– Step 1: Normalize the experimental results of flexural strength and impact strength for all the trials
– Step 2: Calculate the gray relational coefficient – Step 3: Calculate the gray relational grade – Step 4: Perform statistical analysis of variance
(ANOVA) – Step 5: Select the optimal levels of process parameters – Step 6: Conduct confirmation experiment and verify
the optimal process parameters setting.
2.4 Fabrication and testing
The compression molding technique was used for the production of coconut sheathreinforced polyester
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I. Siva et al.: Gray optimization of process parameters 667
composites, based on previous experience of the group. For that, the coconut sheath was cut to dimensions of 180 mm × 150 mm × 3 mm. The formulated resin was cast into the empty mold cavity and six coconut sheath layers (optimized overall fiber weight fraction of 0.45) were stacked on top of that. An optimized pressure of 50 kg/cm2 was then applied and the material was allowed to cure for 12 h. The composites were taken out of the mold and cut into the dimensions recommended by ASTM D790 standard for flexural testing and ASTM D256 for impact testing.
3 Results and discussion
3.1 Taguchi method
Experimental data of flexural and impact strength corresponding to L9 orthogonal array and their signaltonoise (S/N) ratios, are displayed in Table 4. Taguchi methods use the S/N ratio to analyze the experimental results, because this ratio represents both the average
Table 3 L9 matrix used.
Expt. no.
Column numbers and factor assignment
A B C
1 1 1 12 1 2 23 1 3 34 2 1 25 2 2 36 2 3 17 3 1 38 3 2 19 3 3 2
(mean) and the variation (scatter) of these results. This method stresses the importance of studying the response variation using the S/N ratio, resulting in minimization of quality characteristic variation due to uncontrollable parameters.
S/N ratios are calculated based on the smaller the better and the larger the better concepts, depending on the quality parameters. Since the output parameters of this study are flexural and impact strengths, the S/N ratio is calculated using the larger the better concept, which is shown in Eq. (1):
21
S 1 1-10 logN
n
iin y=
=
∑
(1)
where i = experiment number, n = number of experiments, and yi = value of parameter for the ith experiment.
3.2 Gray relational analysis
Gray relational analysis is working based on the gray system theory, which was proposed by Deng [15]. The major advantage of the gray theory is that it is suitable to handle both incomplete information and unclear problems. It is used as an analysis tool when there is not enough data. It was recognized that the gray relational analysis is largely applied in the area project selection, prediction analysis, and performance evaluation etc. Gray relational analysis uses information from the gray system to dynamically compare each factor quantitatively. Gray relational analysis is a method to analyze the relational grade for discrete sequences. This is unlike the traditional statistics analysis handling the relation between variables. The statistical analysis works with plenty of data and the data distribution must be typical. However, gray relational analysis
Table 4 Experimental data and their response.
Exp. no. Experimental data S/N ratios
Flexural strength (MPa) Impact strength (J) Flexural strength Impact strength
1 1198.9 1.01 61.58 0.102 1541.7 1.22 63.76 1.763 513.9 4.17 54.22 12.414 410.3 6.48 52.26 16.235 1552.5 1.32 63.82 2.396 263.1 6.34 48.40 16.057 448.3 6.63 53.03 16.438 1155.6 1.03 61.26 0.289 53.3 1.91 34.54 5.63Confirmation experiment 1652.12 14.36 – –
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668 I. Siva et al.: Gray optimization of process parameters
requires less data and can analyze many factors that can overcome the disadvantages of statistics methods.
3.2.1 Normalizing the flexural strength and impact strength for all the trials
The first step is to normalize the S/N ratio of the experimental data. Normalization is a transformation performed on a single data input, to distribute the data evenly and to scale it into an acceptable range for further analysis. In this work, the flexural strength and impact strength are normalized using the larger the better concept shown in Eq. (2) and the values are compiled in Table 5:
* ( )- ( )( )
( )- ( )i i
ii i
x j minx jX j
maxx j minx j=
(2)
where xi( j ) is the S/N ratio of ith experimental results in the jth experiment; i = 1, 2,…, n. j = 1, 2,…, m.
3.2.2 Calculation of the gray relational coefficient
From the normalized data, the gray relational coefficient is calculated to express the relationship between the best and the actual results by using Eq. (3) and the results are displayed in Table 6.
min max( )( ) maxii
jj
ξγ
ξ∆ + ∆=∆ + ∆
(3)
where * *( ) ( ( )- ( ));i o ij abs X j X j∆ = *( )oX j = referential se quence value ( *( ) 1;oX j = j = 1, 2,…,m; *( )iX j = specific comparison value; min minmin ( );ii j
j∆ = ∆ max max max ( );ii j
j∆ = ∆ and ξ = distinguished coefficient ξε[0, 1].
Table 5 Normalized S/N values.
Exp. no. Normalized S/N
Flexural strength Impact strength
1 0.92 0.002 1.00 0.103 0.67 0.754 0.61 0.995 1.00 0.146 0.47 0.987 0.63 1.008 0.91 0.019 0.00 0.34
Table 6 Gray relational coefficient values.
Exp. no. Gray relation coefficient
Flexural strength Impact strength
1 0.87 0.332 1.00 0.363 0.60 0.674 0.56 0.985 1.00 0.376 0.49 0.967 0.58 1.008 0.85 0.349 0.33 0.43
Table 7 Gray relational grade.
Exp. no Based on equal weights Based on entropy Rank
1 0.97931 0.97891 72 0.98168 0.98132 53 0.99312 0.99306 64 0.99766 0.99770 25 0.98245 0.98209 46 0.99674 0.99679 37 0.99806 0.99810 18 0.97946 0.97907 89 0.98117 0.98101 9
3.2.3 Calculation of the gray relational grade
The gray relational grade is calculated using Eq. (4). The computed gray relational grade and the ranking of the experiments are given in Table 7.
3
1[ ( ) ( )]i i i
jW j jΓ γ
=
′ = ×∑
(4)
where Wi(j) = weightage of parameter j.In this work, the weights of the parameters were
found in two different ways. Firstly, equal weights were assigned to the parameters and the gray relational grade was calculated [18, 19]. Secondly, weights were calculated using entropy measurement [20].
3.2.4 Determination of weights using entropy
The entropy is a measure of the uncertainty associated with a random variable of the expected information content of a certain message, where the uncertainty is represented by a discrete probability distribution [21]. The weights of the criteria are determined using the following steps [22]:
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I. Siva et al.: Gray optimization of process parameters 669
– Formulation of normalized pay-off matrix (Pij): The experimental data (Table 4) were normalized using Eq. (5). This is called normalized payoff matrix (Pij).
11 12 1n
21 22 2n
1
1 2 n
for
.
ijij ij m
iji
m m m
N N NN N N
XP N
X
N N N
=
= =
∑
……
… … … …… … … …
… (5)
where xi( j ) = jth parameter value for the ith experiment. – Determination of entropy: The entropy Ej of the set
of experiments for parameter j from the normalized payoff matrix (Pij) is determined by using Eq. (6):
1
1 ln( )ln( )
m
j ij ijiE p p
m == ∑
(6)
where m = the number of experiments. – Determination of degree of diversification: Next,
the degree of diversification of the information provided by the outcomes of the parameter j is determined using Eq. (7):
Dj = 1Ej (7)
– Determination of weights of parameter: Finally, the weights of flexural and impact strength were calculated using Eq. (8), as 0.49 and 0.51, respectively. These weights were used to compute the gray relational grade:
1
( ) ji n
jj
DW j
D=
=∑
(8)
The computed gray relational grades based on the two used approaches are shown in Table 7. It can be seen that the ranking orders in both techniques are the same. In order to confirm the computation of the gray relational grade, the weights were determined using entropy.
3.2.5 Performing statistical analysis of variance (ANOVA)
ANOVA is conducted to determine which parameter significantly affects the performance characteristics. The main effects of the gray grades are displayed in Table 8 and Figure 1. Basically, the larger the gray relational grade, the better the multiple performance characteristics [19, 23,
Table 8 Main effects of gray grade.
1 2 3 Max-Min
NaOH concentration A 0.98470 0.99228 0.98623 0.00758Treatment time B 0.99168 0.98120 0.99035 0.01048Treatment temperature C 0.98517 0.98684 0.99121 0.00604
Figure 1 Main effects of gray grade.
24]. From these results, the optimal parameter setting for maximizing flexural strength and impact strength simultaneously, is to maintain the NaOH concentration at level 2, treatment time at level 1, and treatment temperature at level 3. Thus, analysis of the S/N ratio gave the optimum surface modification condition as A2B1C3. That is, the 1 normality NaOH solution with treatment time of 1 h in a 90°C hot bath.
The results of ANOVA for gray relational grade values are shown in Table 9. These results show that treatment time was the most significant parameter followed by NaOH concentration, whereas treatment temperature appeared less important.
3.2.6 Confirmation experiment
Based on the above computations, it is identified that the optimal conditions for treating the novel coconut sheath to yield superior flexural and impact strength of the composites are A2, B1 and C3. This prediction was verified through a confirmation test. A new composite was molded as per the predicted conditions and the experimental results (also included in Table 4) showed higher flexural strength (1652.12 MPa) and impact strength (14.36 J) compared to the previous nine experiments.
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670 I. Siva et al.: Gray optimization of process parameters
Further, properties of untreated and treated samples (optimal conditions) were investigated through some characterizing techniques and the results are shown in Table 10 and Figure 2. The wax content of the coconut sheath was considerably removed after surface modification. In many reports in the literature [25, 26], removal of the waxy layer is considered to be one of the main reasons to justify the enhancement of the mechanical interlocking between fiber and matrix. Hence, this could be the reason for the enhanced performance of the treated fiber reinforced composite.
It can be understood from the property comparison of untreated and optimally treated fiber (Table 10), that the removal of wax from the natural fiber may promote the mechanical interlocking and ultimately the mechanical performance of the composites. The results also show a decrease in cellulose and an increase in lignin content. The nonreactive hydroxyl group present in cellulose is broken by the alkali solution, resulting in the decrease in cellulose content, and in the comparative increase in lignin content.
The FTIR spectra of both NaOHtreated and untreated coconut sheath fibers are shown in Figure 2. It is observed that the strong broad band which appeared at 3100–3700 cm1 is due to the presence of a hydroxyl group after surface modification. It is also revealed that intermolecular and intramolecular hydrogen bonded OH stretching vibrations had the same absorbance for the untreated fiber, i.e., no significant shift after alkali treatment as
Table 10 Property comparison of untreated novel coconut sheath (CS) and treated CS under optimal conditions.
Properties Untreated CS/reinforced
USP
Treated CS/reinforced
USP
Wax content (%) 0.41 0.12Density at room temperature (g/cc) 1.38 0.98Cellulose content (%) 68.36 52.89Lignin content (%) 20.63 33.29Moisture content (%) 8.79 12.66Ash content (%) 1.04 5.35
USP, Unsaturated Polyester.
Table 9 ANOVA table for flexural and impact strength.
Factor DoF SoS Mean Contribution %
NaOH concentration 2 0.00010 0.00005 0.27536 27.54Treatment time 2 0.00020 0.00010 0.55789 55.79Treatment temperature 2 0.00006 0.00003 0.16675 16.67
DoF, Degree of Freedom; SoS, Sum of Squares.
mentioned in the literature [27–29]. A band close to 2921 cm1 is assigned to CH2 symmetrical stretching in both cases. The intense peak, along with a shoulder observed at 1020–1060 cm1, corresponds to COH stretching and COC bridging asymmetry. The bands appearing in the 1250–1700 cm1 region are due to OH in plane bending, OH bending due to bound water, CH2 wagging in plane, CH deformation stretch, and CH2 wagging. The peak at 896 cm1 is indicative of the plane mode of COC ring asymmetrical stretching. The vibration at 669 cm1 can be interpreted as the outofplane mode of OH vibration [3].
Many of the FTIR bands shifted to a higher wave number (by 3–6 cm1) in NaOHtreated coconut sheath. However, a few bands were shifted to a lower wave number (by 3–5 cm1). The absorbance measured for all peaks increased in the NaOHtreated coconut fiber. The significant broadening of the band at around 3100–3700 cm1 and increasing intensity in NaOHtreated coconut sheath, ascribed to an increase in the hydroxyl groups, made the fiber more hydrophilic. The overall trends, such as shifting in wave numbers, increased absorbance, and broadening of peaks indicate an increase in crystallinity of NaOHtreated coconut sheath compared with untreated fiber.
For a better understanding, SEM images of the fractured regions are presented in Figure 3A and B. For the
Figure 2 FT-IR spectra comparison of untreated CS (UT) reinforced USP composite with CS treated under optimal conditions (NT) USP composite.
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I. Siva et al.: Gray optimization of process parameters 671
untreated coconut sheath composite, a gap between the fiber and the matrix could be noticed, which represents poor bonding and fiber pull out in the fractured region. Further, the surface of the matrix looks smooth due to the presence of the waxy layer, indicating ineffective stress transfer between the fibers and the matrix. By contrast, a rougher surface could be seen in the micrograph of NaOHtreated coconut sheath reinforced composite. All of these findings ratify the previously shown strength results.
4 ConclusionsIn this study, the influence of NaOH concentration, treatment time, and NaOH bath temperature on the strength of coconut sheath reinforced polymer composites was analyzed. For the optimization of these process parameters, the gray based Taguchi method was proposed. The gray relational technique was recommended to convert
multiple objectives into a single objective function (gray relational grade) to support the investigation of the Taguchi method. First equal individual response weights for the parameters were assigned to compute gray relational grade and it was later confirmed by the weights determined by an entropy measurement technique. It is concluded that the 1 N concentration of the NaOH bath, 1 h treatment time, and 90°C NaOH bath temperature, would be the optimum surface modification conditions for the novel coconut sheath reinforcement.
Acknowledgments: The authors wish to thank the Department of Science and Technology, India for the funding and also the Center for Composite Materials and Department of Mechanical Engineering, Kalasalingam University for their kind permission to carry out the preparation and testing of the composites.
Received November 15, 2012; accepted July 30, 2013; previously published online August 30, 2013
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672 I. Siva et al.: Gray optimization of process parameters
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