2.1. Raw Materials
Olive tree pruning (OTP) supplied by Garzón Green Energy (Bailén (Jaén, Spain)) and recycled chopped material (RCM) from waste produced by the truck industry supplied by Liderkit (Guarromán, Jaén (Spain)) were used to manufacture the particleboard.
OTP is generated during the periodic maintenance of olive groves in order to optimize production. Generally, the management of this waste is limited to controlled burning practices or it is abandoned in the olive grove, which generates environmental risks associated with the proliferation of pests [
43]. Its composition consists mainly of cellulose, hemicellulose and lignin. Since the OTP used was stored at ambient temperature (21 ± 5 °C), the moisture content ranged between 2 and 3%w. RCM composed of varying proportions of XPS, PUR and GFRP was used as a complementary material in the manufacture of the particleboard. These materials are generated as waste from the cutting of large panels used in the manufacture of truck bodies, which are sectioned to adapt to the dimensions required by the different products manufactured. RCM from vacuum systems was used for the development of this research. Neopur 1791 polyurethane resin supplied by Neoflex (Elche, Spain) together with Adiflex 935 hardener (Neoflex, S.L., Elche, Spain) was used as a binder.
Table 1 shows the technical specifications of the resin. Handling times show that during the open period, the resins remain in gel state, which facilitates handling and ensures good workability when mixed at different solid/resin ratios. In the hardening stage, the cores develop between 60 and 70% of their final strength. Finally, the curing time corresponds to the period required to reach between 96 and 98% of the total strength of the system.
The particle size of OTP and RCM (
Figure 3) was determined using Malvern Mastersizer 2000 equipment (Malvern Panalytical, Westborough, MA, USA). The OTP used in this investigation underwent a comminution process in a Viking GE 250 crusher (Stihl, Greenwood, MS, USA) with a 2 cm mesh to reduce its size from between 8 and 12 cm to a particle size of less than 2 cm. After crushing, the OTP was sieved on a 15 mm sieve. The particle size distribution of OTP, conditioned by machining, showed a mean particle size (D
50) of 9.830 mm and a specific surface area of 1.427 m
2/g. The waste composing RCM was subjected to a mechanical recycling process in a Felco Europe hammers mill (Felco Europa, S.L., Barcelona, Spain), resulting in a chopped material with a similar particle size. The values of D
50 and the specific area obtained were 0.151 mm and 159.771 m
2/g, respectively.
As shown in
Figure 3, the particle size distribution curve shows significant differences between the two materials. OTP shows a distribution dominated by large particles, with more than 50% by volume above 2 mm, which is consistent with its fibrous lignocellulosic nature. In contrast, RCM exhibits a fine fraction, with approximately 80% of the particles below 0.25 mm. This particle size implies a high specific surface area, which favors the filling of voids between larger particles, as well as a higher interaction with the resin binder. It should be noted that no additional surface treatment was applied to the OTP particles, beyond drying, in order to preserve their compatibility with the polymer matrix and ensure good interfacial adhesion.
The density of the materials composing the recycled particleboard is essential to define the final mechanical properties. In particular, density directly influences parameters such as mechanical strength and dimensional stability. Higher density is usually associated with a more compact structure, which favors higher mechanical strength. However, this may imply an increase in weight [
37,
44].
OTP with higher density presents a smaller specific area associated with a more compact structure. The integration of OTP and RCM allows combining structural properties with properties such as thermal insulation or lightness to obtain particleboards with specific properties [
38]. OTP presented a density of 427.7 kg/m
3, which allows to ensure mechanical resistance against loads. On the other hand, RCM presented a significantly lower density (248.7 Kg/m
3) associated with its constituent materials, including XPS and PUR, which are low-density materials (40.82 and 40.03 Kg/m
3, respectively) due to the presence of interstitial voids [
45].
Table 2 shows the densities of OTP and RCM.
The morphology of the parent materials is critical in the particleboard forming stage to facilitate particle adhesion and influences key aspects such as compaction, internal particle distribution and mechanical properties [
24,
46].
Figure 4 shows the SEM micrographs of (a) OTP and (b) RCM.
The SEM image of OTP (
Figure 4a) showed a morphology with a rough surface where longitudinal fibers characteristic of this lignocellulosic residue were observed. This fibrous structure favors mechanical strength, as it allows better stress transfer through the matrix, especially in formulations with a higher proportion of OTP [
47,
48]. However, the same morphology may hinder the homogeneous compaction of the particleboard during the pressing process due to the tendency of the fibers to align and generate voids between particles. RCM showed an irregular morphology due to the combination of its components (
Figure 4b). The XPS present in RCM exhibited more regular morphology and pores with smooth surfaces associated with the machining process. This fact may limit the interaction with the adhesive. PUR showed a more porous morphology. However, this morphology is conducive to low bulk density associated with porosity and the presence of interstitial voids and entrapped air in their structure [
49]. In addition, elongated fibers corresponding to GFRP were observed.
The identification of the functional groups was performed on Bruker’s Vertex 70 FT-IR equipment (Bruker AXS GmbH, Karlsruhe, Germany) by Fourier transform infrared spectroscopy (FTIR) in a spectral range of 4000 to 400 cm
−1 with a standard spectral resolution of 4 cm
−1.
Figure 5 shows the OTP and RCM spectra.
The band observed at 3312 cm
−1 corresponds to the asymmetric O-H stretching vibration [
47,
50,
51], while the band at 3025 cm
−1 is associated with the asymmetric N-H stretching vibration characteristic of RCM urethanes [
51,
52,
53]. The peaks observed at 2922 and 2852 cm
−1 are associated with the asymmetric C-H stretching vibration characteristic of organic compounds [
51,
52]. The bands at 1599, 1606 and 1718 cm
−1 are associated with the C=O asymmetric stretching vibration of urethanes [
15,
53,
54,
55]. The bands at 1500 cm
−1 (1515 and 1491 cm
−1) are associated with the C=C stretching vibration typical of aromatic rings [
56,
57], while those appearing between 1452 and 1316 cm
−1 correspond to the deformation of the C-H bond [
15,
47] characteristic in cellulose-containing materials. On the other hand, bands appeared at 1257 and 1254 cm
−1 associated with the vibration of the C-O-C bond [
58]. The peaks observed between 1118 and 1014 cm
−1, corresponding to C-O stretching vibration, are associated with the presence of cellulose and hemicellulose in OTP and RCM [
50,
51,
59]. Finally, between 827 and 697 cm
−1, O-H bending corresponding to the aromatic compounds present are observed [
60].
Table 3 shows the characteristic peaks of the FTIR performed on OTP and RCM.
Differential thermogravimetric analysis (TG-DSC) was performed using the Metler Toledo analyzer (Metler Toledo, S.A., Barcelona, Spain) to evaluate the thermal stability of the materials that make up the particleboard. The test conditions were established by heating from ambient temperature up to 500 °C in air atmosphere at a heating rate of 10 °C/min.
The thermal degradation of OTP in air atmosphere showed 3 phases with a total mass loss of 65%. The first mass loss between 35 and 122 °C was 8% and was associated with the removal of water contained in OTP [
15]. In the second phase, a weight loss of 28% occurred between 177 and 293 °C, associated with the decomposition of cellulose, hemicellulose and lignin [
61]. The endothermic peak located at 272 °C is associated with the thermal degradation of these lignocellulosic components. Finally, in the third phase (between 331 and 500 °C), a total mass loss of 65% associated with the decomposition of residual cellulose and hemicellulose was presented [
62].
The thermal stability of the RCM showed that the thermal decomposition of the material also occurs in 3 phases. In the first phase (between 75 and 117 °C), the mass loss was 3% and was associated with the breakdown of the polymeric chains of the RCM constituent materials, with the evaporation of the smaller molecules and with the decomposition of the urethane groups corresponding to the PUR [
63]. The second phase, produced between 181 and 299 °C, showed a mass loss of 17%, while in the final phase, the mass loss slowed down and the total was 52%.
Figure 6 shows the TG and DSC curves of OTP and RCM performed in air atmosphere up to 500 °C.
Table 4 provides the parameters obtained from the test results.
The thermal conductivity of OTP and RCM was determined on the Netsch HFM 446 Lambda Eco-Line (NETZSCH-Gerätebau GmbH, Selb, Germany). The values obtained are shown in
Table 5.
2.2. Methodology and Characterization
Five series of mixtures with different OTP/RCM ratios (100:0, 70:30, 50:50, 30:70 and 0:100) were developed to form particleboards of dimensions 30 × 30 × 1.5 cm. Neopur 1791 PUR resin (26.25%) together with a corresponding hardener (8.75%) was used as a binder. According to the manufacturer’s safety data sheet, the PUR resin used (Neopur 1791) is not classified as flammable according to current regulations, which indicates that it does not present a significant risk of ignition under normal conditions of use. This feature represents an advantage in terms of fire safety for potential applications in construction. The weight ratio of particles to resin was 60:40. The solid/liquid (S/L) ratio remained constant (1.9) in all 5 series of panels.
Table 6 shows the ratios of each of the formulations developed.
The binder material was prepared in a Proeti planetary mixer (Proetisa S.A., Madrid, Spain) by mixing the resin (26.25%) and the corresponding hardener (8.75%) until a homogeneous solution was obtained. The technical workability parameters of this PUR resin, including temperature and open time, are specified in
Table 1, according to data provided by the manufacturer. On the other hand, the solids were mixed manually in the proportions defined in
Table 6 and then integrated with the binder. The resulting mixture was poured into a mold of dimensions 300 × 300 × 15 mm and subjected to a pressure of 15 MPa in a Shimadzu AG-300 KNX press (Shimadzu, Korneuburg, Austria) without application of temperature, maintaining the load for 20 h at a controlled temperature of 20 ± 2 °C. After this period of time, the particleboards were demolded to be subjected to the experimental phase. Three particleboards were manufactured from each of the formulations. Each of the boards was cut into various sizes for each of the tests according to
Figure 7. In addition, three 50 × 50 × 50 mm specimens of each formulation were manufactured.
Figure 8 shows schematically the methodology used in the preparation and shaping of the particleboards.
All particleboards developed were tested under the standards, equipment and methodologies shown in
Table 7.
The test plan was organized in 5 phases: physical, chemical, thermal, structural and microscopic characterization. The first phase consisted of the physical characterization of the particleboards by means of dimensional stability (UNE-EN 1604:2013) [
64], density (UNE-EN 323:1994) [
65], porosity, water absorption (WA), thickness swelling (UNE-EN 317:1994) [
66] and the determination of the contact angle (WCA) tests. In the second phase of chemical analysis, FTIR analysis was performed. The third phase integrated thermal characterization with thermal conductivity (UNE-EN 12667:2002) [
67] and TG-DSC tests. The mechanical characterization included the three-point bending test for the determination of modulus of rupture (MOR) and modulus of elasticity (MOE) (UNE-EN 310:1994) [
68] and internal bond strength (IB) (UNE-EN 319:1994) [
69]. In addition, compressive strength was determined (UNE-EN 826:2013 [
70]). Finally, the last phase consisted of microscopic characterization by microstructural analysis from SEM.
2.2.1. Dimensional Stability
To evaluate the dimensional stability of particleboards under variable humidity conditions, controlled tests were carried out in a Dycometal SSC 140 climatic chamber (Dycometal, S.L., Barcelona, Spain). Three specimens per formulation, with dimensions of 200 × 200 mm, were arranged vertically inside the chamber, ensuring uniform air circulation around each specimen.
The test protocol consisted of subjecting the specimens to a relative humidity of 30 ± 5% and a temperature of 23 ± 2 °C for a period of 24 h. Subsequently, the relative humidity was increased to 50 ± 5% for an additional 3 h, keeping the temperature constant. The dimensional variation of the specimens before and after the test was measured using a digital caliper.
2.2.2. Density and Porosity
Bulk density and porosity are intrinsically associated parameters in particleboards since the volume fraction occupied by pores directly influences the mass per unit volume. A higher pore index translates into a lower density, which significantly affects the strength-to-weight ratio of the material. This ratio, in turn, conditions fundamental mechanical properties such as flexural or compressive strength [
71].
For physical characterization, three particleboards of each formulation with dimensions of 50 × 50 mm were tested. Density was determined by the ratio of mass to volume of each sample, calculated from their physical dimensions measured with precision digital calipers.
Internal porosity was evaluated by computed microtomography analysis using Bruker SkyScan 2214 equipment (Bruker AXS GmbH, Karlsruhe, Germany). Scan resolution was set at a voxel size of 6.1 μm. The analysis included an exposure time of 1.8 s per projection, with a rotation angular step of 0.4° and a total of 897 projections, which allowed the pore volume to be quantified nondestructively.
2.2.3. Water Absorption (WA) and Thickness Swelling (TS)
The hygroscopic behavior of the particleboards was evaluated by determining the water absorption (WA) by immersion and the thickness swelling (TS) to determine the water stability. The water absorption of particleboards allows determining the maximum saturation degree reached by the material. This parameter is conditioned by the affinity of water with particleboards composed of biomass [
72].
The experimental procedure consisted of vertically immersing 3 specimens of 50 × 50 mm of each of the formulations in water at a constant temperature of 20 ± 1 °C in a thermostatic bath. The test was performed at two times (2 and 24 h) to evaluate the initial water absorption of the particleboards and the response to prolonged exposure. WA was calculated by the mass difference quotient before and after immersing the samples in water, while TS was calculated from the dimensional variation of the thickness determined by means of a digital precision caliper.
2.2.4. Thermal Conductivity
The thermal conductivity of the particleboards was analyzed in the Netsch HFM 446 Lambda Eco-Line equipment (Netzsch, High Franconia, Germany). Three 200 × 200 mm specimens of each of the formulations, which were previously weighed and measured, were analyzed for the test.
The equipment is composed of dual heat flow transducers placed between two isothermal plates to determine the temperature gradient through the thickness of the specimens.
Thermal conductivity values (λ) were calculated from the stabilized heat flux and the thermal gradient between the two surfaces, which allowed evaluating the insulating capacity of the particleboards.
2.2.5. TGA-DSC
The thermal stability of the particleboards was analyzed by differential thermogravimetric analysis (TGA-DSC) on the Metler Toledo analyzer (Metler Toledo, S.A., Barcelona, Spain). The test conditions were set at 900 °C in an air atmosphere at a heating rate of 10 °C/min. The samples were subjected to an air flow rate of 40 mL/min.
2.2.6. Water Contact Angle (WCA)
The wettability of the particleboards was determined by measuring the contact angle (WCA) in the Krüs Easy Drop equipment (Krüss optronic Gmbh, Hamburg, Spain). A 50 × 50 mm specimen per formulation was used for the test. WCA was measured on the surface by depositing a 10 ± 1 µL drop of distilled water. The initial contact angle was measured at time 0 and the final angle after 60 s.
2.2.7. Flexural Strength, Modulus of Rupture (MOR) and Modulus of Elasticity (MOE)
The mechanical strength of the particleboard was evaluated by means of the three-point flexural test to determine both the maximum bending strength (MOR) and the modulus of elasticity in bending (MOE). This test allows analyzing the structural behavior of materials under transverse loads.
For this purpose, three specimens of dimensions 300 × 50 × 15 mm were prepared for each formulation. The test was carried out on a Zwick/Roell ProLine 10 kN universal testing machine (ZwickRoell S.L., Sant Cugat del Vallès, Spain) equipped with a two-point support device, a centered loading head and a 240 mm span, ensuring uniform load distribution over the upper surface of the specimen. The load application rate was 5 mm/min.
During the test, the maximum load supported prior to rupture was recorded, which allowed the MOR to be calculated. Deformations in the initial elastic range of the load–deformation curve were also recorded, from which the MOE was determined.
2.2.8. Internal Bond Strength (IB)
The internal bond strength (IB) of particleboard was evaluated to determine the internal cohesion of the material, i.e., the ability of the bonded particles to hold together under a tensile load perpendicular to the plane of the board.
The test was performed using a Zwick/Roell ProLine 10kN universal tensile testing machine. Three specimens per formulation with standard dimensions of 50 × 50 × 50 mm were tested. The specimens were conditioned according to the UNE-EN 319:1994 standard [
69]. Each specimen was bonded on its upper and lower faces to steel blocks using an epoxy adhesive. Once the adhesive had cured, the specimens were placed vertically in the tensile equipment and a force perpendicular to the plane of the board was applied until breakage was reached.
IB was calculated as the quotient between the maximum applied load and the cross-sectional area of the specimen. This value was used to estimate the quality of the bond between the particles and the binder used.
2.2.9. Compressive Strength
The compressive strength of particleboard was evaluated in order to analyze the behavior of the material under load stresses applied perpendicular to the plane of the board.
The procedure was carried out by testing three specimens per formulation with dimensions of 50 × 50 mm using the Zwick/Roell ProLine 10 kN universal machine. The test was carried out at a constant displacement speed by placing the specimens between two plates.