Screw Pullout Strength in Particleboards Manufactured with Waste of Eucalyptus grandis Wood Specie and Oat Hulls

Eucalyptus wood species are usually found in rural constructions, civil construction, furniture and utensils, among other applications. The processing of Eucalyptus wood, which follows policies of reforestation in Brazil, generates a lot of waste, as the case of the oat hulls, which constitutes an aggravating to the environment, causing environmental impacts, which motivates the development of applications that make use of these residues, such as the case of particleboards. Among the mechanical properties commonly investigated in the characterization of the particleboards, there is the strength to screw pullout, which evaluates the bond strength of the manufactured materials. This research aimed to produce particleboards, in laboratory scale, using Eucalyptus grandis wood particles (proportions 0, 70, 85 e 100%); oat hulls particles (proportions 0, 14, 30 and 100%), both with controlled size distribution; castor oil based polyurethane resin (10, 12 and 14%, related to solid mass). These panels were evaluated concerning to pullout strength of screws (AP), from face and edge. Particle size distribution: 70 to 75% of these were found in interval ranging between 0.595 to 1.190 mm (16 to 30 mesh). Apparent density of Eucalyptus grandis and oat hulls were 0.64 and 0.29 g/cm 3 , respectively. All panels were classified as high density (greater than 800 kg/m 3 ). Compression ratio of the panels showed range from 1.25 to 3.48, remaining above the level usually recommended in literature (1.3 to 1.6), but similar to other related studies. Values of pullout strength of screws (face) met the requirements of Brazilian Standard ABNT NBR 14810:2006, for three of the twelve experimental conditions evaluated, and of pullout screw (edge), all panels met the cited requirements.


Introduction
Wood is a versatile, durable and renewable material, but has variations in their chemical, physical and anatomical compositions that can occur between species and within species. So some wood uses may be limited by dimensions, anisotropy and defects of the tree [1]. To minimize these limitations, wood based products, whose properties are significantly different from solid wood, emerged. Among these several kinds of panels can be mentioned, once show a interesting alternative to lumber for various applications [2].
Particleboard panels (now called medium density particleboards -MDP) were developed in Germany in the early 1940s. At the time, particleboards got importance due to the difficulty of obtaining compatible quality wood for plywood production, considering the isolation of Germany during World War II [3].
Iwakiri [3] defines particleboards as panels made of wood particles, incorporated with a synthetic adhesive, a random matrix reconstituted and consolidated by applying heat and pressure in the press hot.
Other lignocellulosic materials may also be used in the particleboards manufacturing, such as the industrial and agro-industrial residues. Currently, with the growing search for sustainable products, various researches are performed aiming at the recovery of wastes. Among then, those generated by agricultural industries presents great potential in the production of this kind of panel, as observed by Ciannamea [4] and Kwon [5].
In Brazil, agro-industrial residues are available in large volume and have significant potential for employment [6]. In particular, oat can be mentioned, once is usually consumed as food product in the country. Oat processing is responsible for generating a large volume of hulls, around 30% of the mass of oats [7]. This makes it feasible to evaluate their use, to add value to a material with potential environmental risk if not reused.
Looking at the expansion of the market of products based on wood and lignocellulosic particles, associated to the search for sustainable products, this study evaluates the possibility of production of particleboards from the reuse of waste and adopting, as adhesive, the so-called castor oil based polyurethane resin, partially natural and obtained from a renewable source.
The main objectives of this work were to produce particleboards, in laboratory scale [using Eucalyptus grandis and oat (Avena sativa) hulls particles, both with controlled size distribution and castor oil based polyurethane resin] and to evaluate their pullout strength of screws (AP), from face and edge. This parameter is fundamental to ensure good performance of the panels in several applications (furniture and building).

Material and Methods
This study was conducted at the University of São Paulo (USP), specifically in Wood and Timber Structures Laboratory (LaMEM), Department of Structural Engineering (SET), São Carlos Engineering School (EESC).
Residues of Eucalyptus grandis were obtained from companies in the region of São Carlos City, Brazil. Oat (Avena sativa) hulls were obtained from the industrial sector.
Castor-oil based polyurethane resin (PU) was employed as adhesive due to its high performance obtained in previous studies realized in LaMEM, with wood [8] and wood based products [9], [10] and [11].
The particles of Eucalyptus grandis and oat hulls presented average moisture content 7.9 and 10.3%, respectively, compatible to the adopted resin. These particles were generated from the processing of waste in a knife mill, type Willye Marconi, model MA 680, using a 2.8mm sieve. Such dimensions were adopted once they already presented excellent performance in previous researches [8], [11] and [12]. Particle size analysis (Eucalyptus grandis and oat hulls) was carried out according to the specifications of ASTM corresponding to 7, 10, 16, 30, 40 and 50 mesh.
In each panel, 640 grams of particles were bonded with the PU resin, used in proportions 10, 12 and 14%, related to mass of the particles. Mass of particles remained constant, so varying the compression ratio induces changes in panel density.
After complete homogenization of the particles with adhesive, the mixture was subjected to pre-pressing, to form the "mattress". The hot pressing of the panels was performed in semi -automatic equipment Marconi, model MA 098/50, with a capacity of 800kN and a maximum temperature of 200ºC.
The pressing conditions used in this study were (a) time: ten minutes; (b) pressure: 4 MPa; (c) temperature: 100ºC. These parameters were subject to review by Dias [13] and Born [11], among several others.
Seventy two panels with nominal thickness 10mm (commercially one of the most usual), and dimensions of 28×28cm, determined in previous studies in LaMEM, were produced. After production, all panels were placed in a conditioned room, during seventy two hours, aiming to complete cure of the adhesive.
Density of panels was determined directly by the ratio mass/volume. Mass of the specimens was obtained on an electronic digital set Acatec model BDC-3300, sensitivity of 0.01 grams. To determine volume of specimens, a digital caliper Starrett, model 799, sensitivity of 0.01 mm was employed.
To determine the compression ratio, density adopted for Eucalyptus grandis was 640 kg/m 3 , and for oat hulls 290 kg/m 3 , according to data provided by the companies that publish such materials for this study.
ABNT NBR 14810 [15] doesn't establish requirements for APs (panels with thickness between 8 and 13mm). Usually for panels with nominal thicknesses less than 14mm, requirements for panels with thickness superior to 14mm are adopted. Other researchers obtained satisfactory results regarding the APS (face/top) for all treatments considered [11] and [16].
Specimens of APs presented nominal dimensions 150mm×75mm (face) and 115mm×65mm (top), Figure 1. Screw fixation in specimens was performed according to ABNT NBR 14810 [15]. The required force to screw pullout is held in the universal machine indicator, expressed in Newton (N). Each panel provided two specimens, one for APs face ( The produced particleboards were divided into groups, according to different proportions of particles of each material (Eucalyptus grandis and oat hulls). Table 1 shows the factors and levels used for planning experiments, resulting in twelve experimental conditions (CE), as presented in Table 2. Proportions pointed in Table 2 were adopted from preliminary experiments. For each of the twelve experimental conditions (EC) six panels were produced.
All data obtained in the tests were subjected to statistical analysis to assess if the factors and levels adopted in the experimental design (Table 1) have some influence on APs, at a confidence level of 95% [17]. Analysis of variance (ANOVA) using Minitab software, version 14, was carried out to investigate the influence of the combination of factors (Eucalyptus grandis, oat hulls and adhesive) on the response variables evaluated.

Particle size analysis
The particle size analysis was performed with the particles of Eucalyptus grandis and oat hulls by taking three samples of 200 grams for each material. Tables 3 and 4 present the average results obtained for the cited particles.
Analyzing the results shown in Tables 3 and 4, it can be observed there is a predominance of particle size between 0.595 and 1.190 mm, or about 70% of the particles of Eucalyptus grandis and 75% of oat hulls present size in the mentioned range.
Weber [18] produced panels with particle sizes mostly in the range between 0.84 and 2.00 mm and obtained good physical and mechanical performance performance, despite using relatively larger particles compared to particles used in this study. Bertolini [8] used particles with particle sizes very similar to those employed here and got excellent physical and mechanical properties to her particleboards.  Table 5 presents the average values of density and compression ratio for the twelve experimental conditions evaluated. The coefficients of variation (CV) obtained for the density is below 10%, which reflects the small variation of this property between panels evaluated. The coefficients of variation obtained are consistent with other studies [8], [16] and [18].

Density and compression ratio
Variation in the density of the panels between the experimental conditions and from the same experimental condition was observed panels. This variation was also observed in other studies [19] and [20], and may be due to the production of the panels in the laboratory process, especially in the stages of assembly of the mattress and / or the addition of adhesives and other additives.
According Iwakiri [21], differences in the final density of the panel are attached to the material used in the manufacture of panels, the variables such as moisture content and particle density differences between the particles employed in the making of such panels.
In this study , the large variation in density of the panels (800-1068 kg/m 3 , high density panels , is primarily related to two factors: the variables described the production process of the panels , and also the fact that fixed the total mass of particles in each panel 640 grams, varying the compression ratio and, consequently, the density of the panels. As the compression ratio property, the coefficients of variation (CV) obtained are less than 10%, reflecting a slight variation of this property between panels. According Iwakiri (2005), the compression ratio for chipboard panels should be at least 1.3 for the densification necessary to the formation of the panel occurs. Maloney [22] and Moslemi [23] claimed that the compression ratio should be in the range from 1.3 to 1.6 to occur proper contact between the wood particles and formation of proper adhesive bond between them.
As seen in Table 5, the average values of the compression ratio stood at a range from 1.25 to 1.77 for the first nine experimental conditions. For them, the compression ratio is compatible with the established by Maloney [22] and Moslemi [23]. Table 6 shows the average values of the pullout strength of screws for the twelve experimental conditions evaluated. Regarding the results of chunking Screw face (AP f ), only the experimental conditions 2, 3 and 6 ( Table 6) met the requirements of ABNT NBR 14810 [15], which is 1020N for panels with 14mm thickness. These results are similar to those obtained by Weber [18] for this property, which fell in the range 810-1200 N.

Pullout of screws of top and face
As for the strength of chunking Screw face (AP t ), all our experimental conditions (Table 6) met the requirements of ABNT NBR 14810 [15], which are 800N for panels with 14mm thickness. For most of the evaluated test conditions, these results are better than those obtained by Weber [18] for this property located between 591-1346N. However, the results obtained by Bertolini [8], for this mechanical property, are superior to this study, with mean values among treatments 2496N. Table 7 presents the results of ANOVA for the mean pullout strength bolts face and top. The data relating to AP f were distributed uniformly along the straight, with regard to conditions of normality required for ANOVA model validation.

Statistical Analysis
The AP f experimental values ranged between 300 and 1800 N. The p-values 0.000, 0.000 and 0.006 underlined in Table 7 show that the experimental factors Eucalyptus grandis, oat hulls and adhesive, respectively, were significant. Figure 2 shows the main effects of the experimental factors, it is observed that the strength of AP f is directly proportional to the increase in the percentage composition of Eucalyptus grandis and adhesive, with increases of 41 and 27.9%, respectively, as presented in Figures 2a and 2c.
The AP f is inversely proportional to the increase in the percentage composition of oat hulls, down 50.5% in value of the property (Figure 2b). The interactions of fractions of Eucalyptus grandis -adhesive and oat hulls -adhesive does not significantly affect the strength of AP f presented over 0.05 p-values ( Table 7).
The data relating to AP f also distributed uniformly along the straight, with regard to conditions of normality required for ANOVA model validation.
The strength of AP f ranged between 400 and 3200N. The compositions of Eucalyptus grandis, oat hulls and adhesive were significant, showing p-values 0.002, 0.002 and 0.000, respectively ( Table 7). The strength of AP f decreased when adding the percentage composition of oat hulls, as shown in Figure 3b. However, the pullout strength increased proportionally to the compositions of Eucalyptus grandis and adhesive, with increases of 29.2 and 47%, respectively, as shown in Figures 3a and 3c. The interactions of fractions of Eucalyptus grandis -adhesive and oat hulls were significant in AP f , showing p -values lower than 0.05 (Table  7).
Analyzing the interactions shown in Figure 3, it is observed that the percentage composition of 14% of adhesive provided the greatest amount of force AP t both in interaction with Eucalyptus grandis and in interaction with oat hulls.

Conclusions
As the particle size distribution, about 70-75% of these were found in the size range from 0.595 to 1.190 mm (16-30 mesh), consistent with other studies cited. The apparent density of the particles of Eucalyptus grandis and oat hulls were 0.64 and 0.29 g/cm 3 , respectively; All panels classified as high density (greater than 800 kg/m 3 ). The compression ratio of the panels showed great range in values ranging from 1.25 to 3.48, remaining above the level recommended by the literature (1.30 to 1.60), but similar to other studies mentioned; The mechanical property of screw pullout face showed results that met the requirements of the Brazilian standard for three of the twelve experimental conditions evaluated. As for the mechanical property of screw pullout at the top, all panels met the requirements of the Brazilian standard.