- Original Article
Moisture-dependent orthotropic viscoelastic properties of Chinese fir wood in low temperature environment
Journal of Wood Science volume 64, pages 515–525 (2018)
The influence of moisture content (MC) on the orthotropic viscoelasticity of Chinese fir wood (Cunninghamia lanceolata [Lamb.] Hook.) has been examined in low temperature environment. Storage modulus E′ and loss modulus E″ of wood with six different levels of MC ranging from 0.6 to 22.0% were determined from − 120 to 40 °C and at multi-frequency range of 0.5, 1, 2, 5, and 10 Hz using a TA instruments® Dynamic Mechanical Analyzer (DMA 2980). The results showed that a distinct moisture dependency is exhibited by the orthotropic viscoelastic behaviour of Chinese fir wood. With the exception of some apparent activation energy (ΔE) for β-relaxation process, the E′ decreased and the E″ peak temperatures moved towards lower temperature and the ΔE for α-relaxation process became lower with MC increasing in all orthotropic directions, whereby individual decline of E′ and the E″ peak temperatures were affected by MC to different degrees. Besides, a little E″ peak at around 0 °C was only seen in L direction, which could be attributed to the melting of frozen water. Furthermore, the dynamic viscoelastic behavior of wood is also dependent on the measurement frequency. The findings suggest that the orthotropic structure and moisture content have an important influence on the viscoelastic performance in low temperature environment.
As a highly complex cellular composite, wood by nature is hygroscopic. Therefore, its mechanical property is moisture-dependent [1,2,3], not exception for viscoelastic properties. As wood is exposed to varying climatic conditions in many applications, both temperature and moisture content (MC) play leading roles in influencing the mechanical properties of wood. Therefore, the information on wood viscoelastic property and temperature or MC relationship is of particular interest. Furthermore, given the distinctive anisotropy of wood, a complete viscoelastic characterization further requires knowledge of the viscoelasticity related to the three principal axes: longitudinal (L), radial (R) and tangential (T).
Due to the increased use of numerical models in materials science and engineering that consider the time dependence of mechanical behavior, there has been a rising demand for viscoelastic properties of wood. Although several researchers investigated the influence of the temperature on the thermal softening behavior of wood [4,5,6], a few studies illustrated the wood viscoelasticity in low temperature environment. When the timber used for snowboard or the roof of wooden-structural housing, it is of interest to know how its viscoelastic properties are influenced by negative temperatures. Previous researches showed that the storage modulus or the modulus of elasticity of wood tended to increase when wood was cooled below room temperature [7,8,9,10]. However, there was no systematic study evaluating the moisture-dependent anisotropic viscoelastic parameters for wood materials under low temperature conditions.
As MC increases, a decrease in stiffness and an increase in damping can be observed when wood is under dynamic loading conditions. Numerous studies have been carried out on the moisture dependence of the viscoelastic properties of wood [4, 5, 11,12,13]. While the influence of MC on the viscoelastic behavior of wood in longitudinal (L) direction is relatively well known, the behavior in the perpendicular to the grain directions (R and T) remains scarcely studied. In general, the viscoelasticity only tested for a given grain orientation-MC combination in most investigations were found. Hering and Niemz  measured the viscoelastic behavior of European beech wood (Fagus sylvatica L.) in L direction with three different MC levels. Furuta et al.  investigated the temperature dependence of the viscoelasticity of Japanese cypress (Chamaecyparis obtusa Endl.) samples saturated with water in R direction. Consequently, comprehensive datasets comprising the moisture-dependent anisotropic viscoelastic parameters were missing. Viscoelastic parameters based on the three-dimensional approach are, however, essential input-parameters required for advanced computational models used in modern civil engineering.
The presented study aims to contribute towards a better understanding of the moisture-dependent viscoelastic anisotropy of wood in low temperature environment, by providing an extensive set of moisture-dependent viscoelastic parameters for Chinese fir wood, which can be further used for advanced modeling.
In the current research, the parameters comprise storage modulus E′ and loss modulus E″ in all orthotropic directions were determined in tension at different MC under low temperature environment (− 120–40 °C). An examination was then conducted to identify factors influencing the responses and the causes of the phenomena were discussed.
Materials and methods
Specimens were obtained from the heartwood part of Chinese fir wood (Cunninghamia lanceolata [Lamb.] Hook.) without any visual defects and knots. The longitudinal (L), radial (R), and tangential (T) specimens were cut into the dimensions of 35 by 6 by 1.5 mm (L × R × T), 35 by 6 by 1.5 mm (R × L × T), and 35 by 6 by 1.5 mm (T × L × R), respectively, as shown in Fig. 1. The air-dried density of specimens was 328 kg m− 3.
Specimens were divided into six groups and to be conditioned in climatic chambers at 0, 20, 40, 60, 80 and 100% relative humidity (RH) at a room temperature of 20 °C, respectively. The desired 0 and 100% RH was maintained by anhydrous phosphorus pentoxide (P2O5) and distilled water, respectively, and the corresponding MC was about 0.6 and 22.0%. The other four RH conditions were attained by sulfuric acid solution humidifying method . The sulfuric acid solution with the concentrations of 57.8, 48.0, 36.5, and 24.1% were used to create 20, 40, 60 and 80% RH conditions, and the corresponding equilibrium moisture content (EMC) was about 3.5, 6.0, 9.3, and 14.1%, respectively.
The viscoelastic properties were measured using a TA instruments® Dynamic Mechanical Analyzer (DMA 2980) apparatus with controlled cooling accessory. The cooling system utilizes liquid nitrogen. The temperature decreased rapidly from room temperature to − 120 °C at 13°C/min and kept constant at − 120 °C for 10 min. Then, temperature scans were performed in the range from − 120 to 40 °C with a programmed heating rate of 2 °C min− 1. The viscoelastic parameters were recorded during the rising temperature at each 15 s interval. Uniaxial tension mode (distance between clamping midpoints, 18 mm) was used. The displacement amplitude was 15 µm and the force track was 125%. The preload force was 0.01 N. This applied force value was so small that the creep effects could be negligible. The measurement frequencies were 0.5, 1, 2, 5 and 10 Hz. For each condition, three replicates were tested and one representative curve was shown in the following figures.
There was no climate control in the chamber of the viscoelasticity measuring system, so the moisture loss (or gain) was measured by weighing specimens before and after each test. Moisture loss (or gain) was deemed negligible during the viscoelasticity testing process. The change of moisture content was about 0.38% when in adsorption and 0.52% when in desorption mode.
The dynamic viscoelastic property is commonly evaluated by storage modulus E′ and loss modulus E″. The E′ describes the capacity of material to support a load and represents the elastic part of the material. The E″ is the viscous response of the material and proportional to its dissipated energy.
Results and discussion
Moisture-dependent orthotropic storage modulus
Figure 2 shows the normalized (n) data concerning nE′ for L, R and T specimens with different MC at 1 Hz. The normalized data are calculated as follows:
where the lower case “− 120” designates the corresponding data at the beginning of the temperature period (i.e., − 120 °C). The results clearly indicate a general falling trend of nE′ decreased with the elevation of temperature in all orthotropic directions, regardless of MC levels. With the elevation of measured temperature, wood cell wall polymers are provided with heating energy for segmental motions, resulting in a decrease in wood stiffness .
A general increase in MC lowered the values of nE′, regardless of temperature and grain orientation. Furthermore, different decreasing extents of nE′ with MC for L, R and T specimens are observed. In order to clarify the decreasing extent of nE′ during temperature elevating in all orthotropic directions at each MC level, the parameter of the decline of storage modulus |ΔnE′| was calculated as:
where the lower case “end” and “− 120” designate the corresponding data at the end and beginning of temperature period, respectively.
Table 1 provides the variation of storage modulus |ΔnE′| for Chinese fir wood with six different MC levels in all orthotropic directions. An increasing trend with increasing MC is observed for the |ΔnE′| in all orthotropic directions. The graphical illustration of the |ΔnE′| reveals a nearly linear relationship with the MC (Fig. 3). The individual |ΔnE′|L, |ΔnE′|R and |ΔnE′|T are affected by the MC to a different degree. With a increase of 12.1–38.5% for |ΔnE′|L, 30.5–57.5% for |ΔnE′|R and 37.5–63.0% for |ΔnE′|T over the measured MC range (0.6–22.0%), the nE′ decline in R and T directions is more pronounced than that in L direction and the value of |ΔnE′|T is slightly higher than that of |ΔnE′|R at each MC level.
Only few references cover the anisotropic moduli for Chinese fir wood [3, 16,17,18,19]. Even less is known about the moisture dependency of the anisotropic moduli. The only work known so far to present the moisture-dependent Young’s moduli for Chinese fir in all orthotropic directions was recently published by Jiang et al. . On the one hand, determined in tension, the Young’s moduli and MC relationship published by the authors support the relationship obtained for the tensile storage modulus presented in this study. On the other hand, while the authors showed that the Young’s moduli EL for wood are less sensitive to MC changes than the moduli in the directions perpendicular to the grain, the results presented here proved that storage E′R and E′T are affected by the MC to a higher degree than the E′L.
The negative effect of adsorptive water could attribute to cell wall swelling, whereby fewer cell wall substances per unit area are available to resist the load [20, 21]. More importantly, as water played the role of a plasticizer on chain segments of wood polymers, it formed water-para-crystalline cellulose, water-hemicellulose, and water-lignin bonds, which replaced hydrogen bonds within the polymer and caused the decrease of wood stiffness [4, 22,23,24]. In tension mode, the cellulose microfibrils and tracheids orientation in L direction are the reasons for its lower |ΔnE′| [17, 25]. Moreover, the influence of hemicellulose hygroscopic was more pronounced in the transverse directions . Consequently, |ΔnE′| in L direction is less sensitive to MC changes than that in the directions perpendicular to the grain. The theories that ray cells acting as stiffening ribs and the serial earlywood and latewood cells in R direction may be plausible explanations for the lower |ΔnE′| in the R direction than that in the T direction [3, 16, 17, 26, 27].
Moisture-dependent orthotropic loss modulus
Figure 4 shows the normalized (n) data concerning nE″ for L, R and T specimens with different MC at 1 Hz. The normalized data are calculated by the following:
where the lower case “− 120” designates the corresponding data at the beginning of the temperature period (i.e., − 120 °C). From the nE″ vs. T plot, three relaxation processes (α, α′ and β) were observed in L direction, while only two relaxation processes (α and β) were exhibited in R and T directions.
Generally, the α-relaxation process higher than 20 °C was considered as the glass transition of hemicellulose [16, 26, 28, 29]. The β-relaxation process at around − 90 °C was assigned to the reorientation of the methylol groups in amorphous wood cell walls and the reorientation of adsorbed water molecules in wood by many investigators [16, 30, 31]. The small α′-relaxation process around 0 °C only observed in L direction might be attributed to the melting of frozen water. This is in accordance with the findings published in Furuta et al. , where a similar trend that the E″ peak around 0 °C could be observed in the water or milled coniferous wood lignin (MWL) specimens. While the reasons for the absence of α′-relaxation process in R and T directions was still unclear, these difference between longitudinal and transverse directions indicated that the wood mechanical relaxation phenomenon affected by its orthotropic structure.
According to the results shown in Fig. 4 and Table 2 (1 Hz), the α-loss peak temperatures of L specimens were almost moved towards higher temperatures over 40 °C and were obviously higher than that of R and T specimens. The β-loss peak temperatures of L specimens with MC higher than 3.5% were lower than that of other two directions, which is opposite to synthetic composites that have higher loss peak temperatures in the stiffer direction. In general, the difference in transition temperatures among different structural directions was influenced by its specific structure . It was also observed that the R specimens generally had lower loss peak temperatures than that of the T direction for both α and β transitions found in specimens with MC higher than 0.6%. This discrepancy can be reasoned that the latewood has more stresses in T direction than in R direction, while most strain occurs in the earlywood in R direction. Therefore, most E′ and E″ signals came from latewood when they were measured in T direction and from earlywood when they were measured in R direction . These results were in accordance with the findings of anisotropic loss peak temperatures published in Jiang and Lu .
The moisture-dependent α and β-loss peak temperatures for Chinese fir wood are presented in Table 2 (1 Hz). Generally, a decreasing trend with increasing MC is observed for both the α and β-loss peak temperatures in all orthotropic directions. Unlike the α and β-relaxation processes, the α′-loss peak temperatures in L direction was insensitive to changes in MC, while a increasing trend is observed for the intensity of α′-loss peak with increasing MC. This attributed to the fact that the more frozen water melted, the more dissipation energy occurred. When MC increased from 0.6 to 22.0%, the β-loss peak temperatures moved from − 49.3 to − 107.5 °C for L specimens, − 67.0 to − 98.3 °C for R specimens, and − 70.2 to − 96.6 °C for T specimens. Similar to the β-relaxation process, the α-loss peak temperatures moved from 34.3 to 24.7 °C for R specimens and 33.9 to 25.5 °C for T specimens over the measured MC range. As water plays the role of a plasticizer, and it forms hydrogen bonds to lignin, hemicellulose, and para-crystalline cellulose. The plasticization effect of water lowered the energy required to initiate chain mobility, resulting in a decrease in α and β-loss peak temperatures. Moreover, according to Fig. 4, the intensity of both α and β-loss peak decreased sharply with increasing MC in all orthotropic directions, which indicated that less energy dissipation occurred due to the plasticization effect of adsorbed water molecules [11, 28].
To further compare per unit the amount of MC and the decrease of the loss peak temperature (TLP) for Chinese fir wood in all orthotropic directions, a new parameter of |ΔT/∆MC| was calculated as:
where the subscript “i” designates the corresponding data when MC > 0.6% and the subscript “0” designates the corresponding data when MC = 0.6%. According to Fig. 5, considering the relationship between the TLP and MC, the value of |ΔTLP/∆MC| can be calculated from the slope of the regression line. The results reveal that the value of |ΔTLP/∆MC| for α-relaxation process in R and T directions is about 0.4 and 0.3 respectively, and that for β-relaxation process in L, R and T directions is about 1.2, 0.8 and 0.7, respectively. This indicated that compared with α-loss peak temperature, the β-loss peak temperature was found to be sensitive to change in MC in transverse directions. Moreover, the individual α and β-loss peak temperatures in R and T directions were influenced by the MC to a similar degree.
Moisture-dependent orthotropic viscoelasticity measured at multi-frequency
Figure 6 shows the dynamic viscoelastic properties (E′ and E″) of Chinese fir wood with different MC for L, R and T specimens measured at 0.5, 1, 2, 5 and 10 Hz. When the measurement frequency was increased, an increase in the E′ and a decrease in the E″ were observed, regardless of the MC level and grain orientation. Meanwhile, the loss peak temperature location of α and β-relaxation processes shifted to the higher temperature range in all orthotropic directions (Table 2). These results were in agreement with previous studies [13, 33, 34]. In general, molecular motion was influenced by frequency and temperature. Increasing the measurement frequency, the segmental motion of wood main chain lagged behind the change of exterior force, and it would result in a relatively small interior friction [33, 34]. Therefore, wood showed a rigid behavior, and higher temperature was needed to improve the chain segmental motion. Furthermore, the α′-loss peak temperature of L specimens does not change with frequency, which could be proved that this small peak was attributed to the melting of frozen water.
According to Table 2, considering the relationship between the reciprocal of the absolute temperature (1/T) for the peak temperatures of E″ and the logarithmic frequency (lnƒ), the values of apparent activation energy (ΔE) of α and β-relaxation processes were calculated by an Arrhenius plot. By using the Arrhenius relation, the values of ΔE can be calculated from the slope of the regression line (Fig. 7). The ΔE of α and β-relaxation processes and the coefficient of determination (R2α and R2β) are shown in Table 3. When MC ranged from 0.6 to 22.0%, the ΔE of α-relaxation process for R and T specimens was about 244.3–145.4 KJ/mol and 260.8–154.9 KJ/mol, respectively. The ΔE of β-relaxation process for L, R and T specimens over the measured MC range was about 68.3–54.1 KJ/mol, 67.1–48.4 KJ/mol and 66.7–45.6 KJ/mol, respectively.
Obviously, the values of ΔE for α-relaxation process were obviously higher than that of β-relaxation process. Moreover, different values of ΔE with MC for L, R and T specimens were observed. For α-relaxation process, the values of ΔE had a general falling trend with increasing MC, regardless of grain orientation, which indicating more ductile with increasing MC. The decline of ΔE may result from the absorptive water, which act as a plasticizing agent for wood and lowered the glass transition temperature of hemicellulose. Consequently, it could be clear that the values of ΔE for α-relaxation process were lower in higher MC level and wood chains or chain segments motion needed less energy. As for β-relaxation process, the values of ΔE showed a slight fluctuation with MC increasing, regardless of grain orientation. The changes of ΔE for β-relaxation process indicated that MC showed a complex effect on mechanical relaxation behaviour, and it was hard to establish a uniform trend of ΔE with MC. At 0.6% MC level, the reorientation of the methylol groups in amorphous wood cell walls needed to cut off more hydrogen bonds, so it needed relatively higher energy. At 3.5% MC level, the values of ΔE for β-relaxation process were higher than that for the 0.6% MC samples in all orthotropic directions, which could be explained by the following points: on the one hand, with MC increasing, hydrogen bonds within the polymer network were replaced by the bonds to water molecule to make some of methylol groups released; on the other hand, mono-layer absorptive water molecules were formed in wood resulting in the larger size of the compound group of methylol groups and absorptive water molecules, which required more energy to reorientation. The increased of ΔE may be due to the effect of latter reason became more dominated. For the samples with higher MC ≥ 6.0%, the values of ΔE for β-relaxation process showed a general falling trend with increasing MC in all orthotropic directions, indicating that less energy was required. This result could be attributed to the reorientation of absorptive water molecules played the dominate role when multi-layer absorptive water were formed in wood cell wall. It was also observed that the L direction exhibited higher ΔE of β-relaxation process than that of the transverse directions, which may be associated with the stiffness cellulose orientation in L direction, thus hindering the reorientation of the methylol groups and adsorbed water molecules in amorphous wood cell walls, and these difference indicated that the wood mechanical relaxation phenomenon affected by its orthotropic structure.
The present study provides an overview on the moisture-dependent orthotropic viscoelastic behaviors of Chinese fir wood with different MC determined in tension. The storage modulus E′ and loss modulus E″ parameters were recorded in this research providing valuable data which can be used to a better understanding of the anisotropic and hygroscopic nature of wood under the low temperature environment. Based on this study the following conclusions can be made:
With the double-effects of both temperature and MC, the storage modulus E′ decreased in all orthotropic directions. The decline of storage modulus (|ΔnE′|) in the R and T directions is more pronounced than that in the L direction and the value of |ΔnE′|T is slightly higher than |ΔnE′|R at each MC level.
With loss modulus E″, three relaxation processes (α, α′ and β) were observed in L direction, while only two relaxation processes (α and β) were exhibited in R and T samples in the testing temperature range. The fact that a little E″ peak at around 0 °C (α′) was seen in L direction has scarcely been reported in the literature before. The E″ peak temperature location of α and β processes shifted to the lower temperature range with increasing MC and the intensity of both α and β-relaxation peak decreased sharply with increasing MC in all orthotropic directions. Moreover, the β-loss peak temperatures were more sensitive to MC change than that of α-loss peak temperatures in transverse directions.
The dynamic viscoelastic behavior of wood is complex and also dependent on the measurement frequency. With the measurement frequency increased, an increase in the E′ and a decrease in the E″ were observed. Meanwhile, E″ peak temperature location of the α and β-relaxation processes shifted to the higher temperature.
The values of ΔE for α-relaxation process decreased with increasing MC in all orthotropic directions, indicating less energy dissipation during the hemicellulose softening. However, the values of ΔE for β-relaxation process showed a slight fluctuation with MC increasing, regardless of grain orientation, which could be explained by the mechanism of interaction between wood cell wall polymer and moisture molecules. The differences of ΔE between α and β-relaxation processes could be attributed to its orthotropic structure and the value of MC.
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This research was sponsored by the Fundamental Research Funds of Chinese Academy of Forestry (CAFYBB2017QB005) and the National Natural Science Foundation of China (No. 31570548).
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Li, Z., Jiang, J. & Lu, J. Moisture-dependent orthotropic viscoelastic properties of Chinese fir wood in low temperature environment. J Wood Sci 64, 515–525 (2018). https://doi.org/10.1007/s10086-018-1738-4
- Chinese fir wood
- Moisture content
- Orthotropic viscoelasticity
- Low temperature