Abstract:The durability of wood-plastic composites (WPCs) exposed to seawater dry-wet cycles were investigated. The most detrimental cycles were evaluated by the orthogonal design method. The physical properties, structural strength, chemical characteristics, and thermal stability of WPC materials under the worst seawater dry-wet (W-SDW) cycles were described based on discoloration/water absorption/ thickness swelling, hardness/impact strength, Fourier transform infrared spectra, and thermogravimetric analysis results,… Show more
“…Using FFMWF filler instead of LFMWF resulted in a poor MWF‐polymer interface, leading to more microgaps in the MWPNC structure. There is a significant correlation between the water uptake of the WPC samples and the increase in structural microgaps 56,57 . On the other hand, increasing the number and size of structural microgaps seems to reduce the swelling effect of the filler particles on the thickness swelling of the WPC.…”
Section: Resultsmentioning
confidence: 96%
“…With increasing immersion time, the index value TS/WU gradually decreases to values below one, indicating a decrease in the thickness swelling of the samples while water uptake remains constant (Figure 5e). The filler content and the structural microgaps seem to influence the water uptake and the thickness swelling of the WPC specimens 2,56,57 . The maximum swelling of the filler particles occurs when the water absorption reaches the fiber saturation point (FSP ≈ 25%–30% MC) 1,58 .…”
Section: Resultsmentioning
confidence: 99%
“…There is a significant correlation between the water uptake of the WPC samples and the increase in structural microgaps. 56,57 On the other hand, increasing the number and size of structural microgaps seems to reduce the swelling effect of the filler particles on the thickness swelling of the WPC. After water uptake, a part of the thickness swelling of the filler particles is spent to fill the microgap and structural discontinuity at the filler-matrix interface before affecting the thickness of the MWPNC sample.…”
Section: Long-term Water Uptake and Thickness Swelling Of Mwpncsmentioning
confidence: 99%
“…The filler content and the structural microgaps seem to influence the water uptake and the thickness swelling of the WPC specimens. 2,56,57 The maximum swelling of the filler particles occurs when the water absorption reaches the fiber saturation point (FSP ≈ 25%-30% MC). 1,58 Using FFMWF filler instead of LFMWF resulted in a poor MWF-polymer interface, leading to more microgaps in the MWPNC structure.…”
Section: Long-term Water Uptake and Thickness Swelling Of Mwpncsmentioning
This study investigates the effect of removing magnetic nanoparticles from the outer surface of magnetic wood flour (MWF) particles as a filler phase on the microstructural, physical, and mechanical properties of the prepared MWFpolypropylene nanocomposites. For producing MWF with a surface free of magnetic nanoparticles (called LFMWF), in contrast to the commonly produced MWF (called FFMWF), magnetic wood chips were first prepared and then milled. No significant changes were observed in the tensile and flexural strength of the composite specimens prepared with the LFMWF filler instead
“…Using FFMWF filler instead of LFMWF resulted in a poor MWF‐polymer interface, leading to more microgaps in the MWPNC structure. There is a significant correlation between the water uptake of the WPC samples and the increase in structural microgaps 56,57 . On the other hand, increasing the number and size of structural microgaps seems to reduce the swelling effect of the filler particles on the thickness swelling of the WPC.…”
Section: Resultsmentioning
confidence: 96%
“…With increasing immersion time, the index value TS/WU gradually decreases to values below one, indicating a decrease in the thickness swelling of the samples while water uptake remains constant (Figure 5e). The filler content and the structural microgaps seem to influence the water uptake and the thickness swelling of the WPC specimens 2,56,57 . The maximum swelling of the filler particles occurs when the water absorption reaches the fiber saturation point (FSP ≈ 25%–30% MC) 1,58 .…”
Section: Resultsmentioning
confidence: 99%
“…There is a significant correlation between the water uptake of the WPC samples and the increase in structural microgaps. 56,57 On the other hand, increasing the number and size of structural microgaps seems to reduce the swelling effect of the filler particles on the thickness swelling of the WPC. After water uptake, a part of the thickness swelling of the filler particles is spent to fill the microgap and structural discontinuity at the filler-matrix interface before affecting the thickness of the MWPNC sample.…”
Section: Long-term Water Uptake and Thickness Swelling Of Mwpncsmentioning
confidence: 99%
“…The filler content and the structural microgaps seem to influence the water uptake and the thickness swelling of the WPC specimens. 2,56,57 The maximum swelling of the filler particles occurs when the water absorption reaches the fiber saturation point (FSP ≈ 25%-30% MC). 1,58 Using FFMWF filler instead of LFMWF resulted in a poor MWF-polymer interface, leading to more microgaps in the MWPNC structure.…”
Section: Long-term Water Uptake and Thickness Swelling Of Mwpncsmentioning
This study investigates the effect of removing magnetic nanoparticles from the outer surface of magnetic wood flour (MWF) particles as a filler phase on the microstructural, physical, and mechanical properties of the prepared MWFpolypropylene nanocomposites. For producing MWF with a surface free of magnetic nanoparticles (called LFMWF), in contrast to the commonly produced MWF (called FFMWF), magnetic wood chips were first prepared and then milled. No significant changes were observed in the tensile and flexural strength of the composite specimens prepared with the LFMWF filler instead
“…The soak temperature, soak time, drying temperature, and drying time were selected as the key factors for the orthogonal design of L9 (34) based on a single-factor test. Base on the time-temperature equivalence principle, the maximum temperature of the tropical sea surface (30 °C) and land surface temperature in summer (70 °C) were selected as the lower limits of the seawater and drying temperatures [15], respectively , as summarized in table 3. One seawater-dry-wet cycle was divided into two steps: (i) immersion in seawater for a given time and temperature, and; (ii) drying in an oven for a given time and temperature.…”
In this study, the aging and tribological behaviors of styrene butadiene rubber (SBR) conveyor belts exposed to seawater dry–wet cycles were investigated. Using hardness as a measure of the aging performance, the worst seawater dry-wet (W-SDW ) cycle conditions were selected using an orthogonal design method, the study was conducted based on such conditions. The changes in SBR surface properties and tribological properties with aging time before and after aging and the degree were investigated by using a hardness tester, SEM, EDS, etc. The performance degradation, microscopic morphological changes of wear surface, and evolutionary behavior of wear mechanism of styrene-butadiene rubber conveyor belt after aging by dry and wet cycles of seawater were discussed. The results show that the most severe combination of wet-dry cycles of seawater for the aging of SBR conveyor belts comprised a soak temperature of 45 °C, soak time of 12 h, drying temperature of 100 °C, and drying time of 9 h. The total surface discoloration of the conveyor belt increases as the number of W-SDW cycles increases, along with the hardness. The friction coefficient of the belt increases with increasing load and decreases with the increasing number of W-SDW cycles. The mass loss increases gradually with the number of W-SDW cycles and load. The wear mechanism gradually changes from fatigue wear to the damage mechanism of coexistence of adhesive wear and fatigue.
Wood plastic composite (WPC) is a kind of eco‐friendly material made of agricultural and forest industry waste and residues compounded with thermoplastic. The defects of traditional WPC, such as low strength and high creep, greatly limit its engineering applications. To solve the problem, this paper proposed two methods of glass fiber reinforced polymer (GFRP) reinforced PVC‐based WPC panels (G‐WPC) by bonding GFRP sheets or embedding GFRP bars in the tensile zone of the WPC panels. The effects of the thickness of GFRP sheet and reinforcement ratio of GFRP bar on the flexural property of G‐WPC were comparatively analyzed by carrying out four‐point bending tests and finite element simulations. The results showed that the failure modes of the GFRP sheets reinforced specimens were mainly flexural fracture and interface debonding, and the GFRP bars reinforced specimens were flexural fracture and excessive deformation. The ultimate flexural bearing capacity of both GFRP sheets/bars reinforced specimens could be improved by more than 200%. GFRP bar reinforced specimens had better ductility than reinforced with sheet. The effects of WPC density, GFRP sheet fiber layup angle and GFRP bar diameter on the flexural behavior of G‐WPC were further parametrically analyzed using the finite element model (FEM).Highlights
Two effective flexural reinforcement methods of WPC were proposed.
The optimum thickness of GFRP sheet was obtained based on experimental tests.
The suitable reinforcement ratio of GFRP bars was studied by tests and FEM.
Effects of WPC density, GFRP fiber layup angle and bar diameter were analyzed.
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