Abstract
The technology of high temperature drying has a great influence on dimensional and selected physical changes in tension wood. Article is focused on the measurement properties such as moisture content, color changes and longitudinal warping. The quality of beech wood is determined based on structure and properties of wood, frequency of defects in wood material. The tension wood is considered as an important wood defect causing negative alterations in solid wood quality and limits industrial application of wood. The different values of longitudinal warping which were measured after drying were higher in tension wood than in normal wood. Impact of radial and tangential angle of growth rings is non-significant factor.
1 Introduction
Beech wood (Fagus sylvatica L.), is the most prevalent wood species in Slovakia and it is the most important wood material utilized for industrial processing [1, 2, 3]. Beech is wood with high frequency of defects such as red heart wood, reaction wood (tension wood), rot and so forth [4, 5].
Currently, due to the development of wood technology, it is necessary to respect the major limiting factors in manufacturing such as energy sources and sources of wood raw material. Considering the high proportion of beech wood, the way of its use is nowadays the subject of quality. Tension wood is thought of as an important wood defect because it causes negative alterations in solid wood quality and limits industrial utilization of wood [4, 18]. Findings confirmed 14–21% ratio of tension wood in beech logs [6]. Timber with content of tension wood has high longitudinal warping which affect their quality noticeably. The dominant cause of these defects is often correlated to the excessive longitudinal shrinkage of reaction wood, which is caused by the shrinkage of the G-layer in tension wood [7, 8, 9]. Tension wood affects the technological properties of wooden materials because it has got different physical, anatomical, and chemical features in comparison with normal wood. In fact, the difference in the drying rate curves of reaction and opposite wood gradually decreases when drying process progresses to the bound water domain. The analysis of both mass diffusivity and density in beech tends to prove that the diffusion of bound water is relatively easy in tension wood. This is perfectly consistent with the structure of the G-layer [10]. It was demonstrated that difference in drying rate of tension and normal wood depends on moisture content [11, 12].
The drying process of the sample is more intensive in wood with moisture content above fiber saturation point. Under these conditions the water evaporation intensity is comparable with normal wood. Therefore, the recommendation is that the direct visual detection of reaction wood should be carried out before drying at green condition. The thick cell walls of the compression wood, rich in lignin, and the presence of G-layer in the tension wood, rich in cellulose, can explain some differences observed in the colorimetric variables between the reaction wood and their corresponding parameters in the normal wood [12]. However, since the lightness of tension wood plays a key role for its visual detection, it may be adequate to only measure the lightness (L). In contrast, for the accurate detection of compression wood the a and b parameters should be also considered. The color change of the reaction wood may be temperature-dependent; thus, study on the effect of different drying conditions on the reaction wood color change is recommended for further research [10]. There are few reports on which color measurement was made on the wide variation of wood species using the CIELAB color system, and relations among the values of the color system [10, 13]. The aim of presented article was to analyses influence of high temperature to selected properties of beech wood with content of tension wood (Fagus sylvatica L.). Better understanding of tension wood in drying process or industry may have positive effect on quality of final products.
2 Materials and Methods
Beechwood (Fagus sylvatica L.) was used for experimental measurements. Samples were chosen from two beech logs with diameter 40 cm and length 4 m. Beech logs were selected from forests called Vcelien in Kremnica Hills (450 m.a.s.l.) belonging to University Forest Enterprise of the Technical University in Zvolen, Slovakia. The choices of logs were qualified without visible defects such as red heartwood, rot, incipient fungal attack, etc., which could affect measurements noticeably. Shiny appearance is characteristic, which determines content of the tension wood in logs [14]. When using this method, it is necessary to brush surface of disks and then tension wood on the surface of lumber is more clearly visible after drying process in laboratory kiln. Based on this zone we prepared sawing pattern of samples from logs. Samples of normal (NW) and tension wood (TW) with a thickness of approximately 20 mm, width of 50 mm and length 650 mm were obtained. Tested samples of wood were divided by growth rings orientation (R -radial and T- tangential). The total number of samples in the laboratory kiln were sixteen. Measurements of moisture content were performed in the all samples. The total number of measurements was 16 for the longitudinal warping and 48 for the color changes respectively. Measurements were carried out on all the samples, before and after drying process, respectively. Selected drying mode has been used in industry. After the company contacted us, we implemented this mode into laboratory conditions. (Selection of TW and NW samples were accurate to verify the behavior of reaction and normal wood under the drying conditions, because company had big problems in drying of different qualities of beech wood. Therefore, we used only one drying mode/drying scheme.) The process of high temperature drying was conducted in a laboratory kiln at the Department of Wood Technology, Technical University in Zvolen, Slovakia. Electrical coils were used for the heating in the drying kiln. The flowing air, as the drying medium, was moisturized by the saturated steam. During the experimental measurements the two-stage mode of the drying process has been chosen.
The temperature of dry bulb (td) was set at 100˚C and maintained in the first phase of drying process until the moisture content in the samples did not decrease below the fiber saturation point. In turn temperature of wet bulb (tw) was set at 98 ± 0.5°C.
After decreasing the moisture content below the fiber saturation point (FSP) the temperature of dry bulb was increased up to 120°C without regulation of tw.
The average final moisture content was 8–9%. The last stage of the drying process was cooling of wood. The air velocity was set at 3 ± 0.3 m·s−1.
The moisture content was measured using gravimetric method according to STN EN 49 0103 [? ].Moisture content was calculated using equation (1):
where: mw is the weight of the wet sample (g) and m0 is the weight of the absolutely dry sample (g).
The longitudinal warping was evaluated by measuring the maximum space distance between the analyzed samples (Figure 1).

Method of measure longitudinal warping
The color space of the dried material was determined using Konica Minolta Color Reader type CR10. It describes the output coordinates L, a, b by the color change in the color space (Figure ??) using the equation (2). The color changes were obtained as comparison of measured values of the parameters respectively L, a, b before and after drying, and 3 mm under the surface after drying process.
where L1, a1, b1 are the values of color spectra before drying process, and L2, a2, b2 are the values of color spectra after drying process.
![Figure 2 The color expressed in the picture consists of color coordinates [16]](/document/doi/10.1515/eng-2019-0047/asset/graphic/j_eng-2019-0047_fig_002.jpg)
The color expressed in the picture consists of color coordinates [16]
For the purpose of this were used color change criteria ΔE < 0.2 - invisible color change; 2 > ΔE > 0.2 - slight change of color; 3 > ΔE > 2 - color change visible in high filter; 6 > ΔE > 3 - color changes visible with the average quality of the filter; 12 > ΔE > 6 - high color change; ΔE > 12 - different color (Cividini et al. 2007).
3 Results and Discusion
The courses of temperature and MC changes are shown in the Figure 3. In the first stage of process, temperature of the drying air was maintained at approximately 100°C until the moisture content of the samples did not decrease below the fiber saturation point (FSP) this time was about 20 hours. Then, the temperature (td) was increased to the maximum value of 120°C. The final moisture content was 10% after achieving this step. The last stage of process was cooling, which lasted for 3 hours. The total drying time was 28 hours.

Temperatures and MC in drying process
The average values of initial and final moisture content, drying time and longitudinal warping are shown in Table 1. The differences of initial moisture content in the radial and tangential samples containing tension and normal wood could be caused by different structure of samples and sample location in a wood log during machining too. The values of initial moisture in the radial and tangential samples were higher in the samples with content of the tensionwood, which is in agreement with the results of authors [11]. Subsequently, it can be said that the drying processes of samples with tension and normal wood content were balanced and have not been influenced by variability of initial moisture and angle of growth rings as well.
Moisture content and drying time tension and normal samples
| Samples | Moisture content (%) | Drying Time (h) | Longitudinal warping (mm) | |||
|---|---|---|---|---|---|---|
| Before drying | After drying | Before drying | After drying | |||
| TW | Radial | 74.49 | 8.78 | 28 | 1.14 | 6.87 |
| Tangential | 76.88 | 8.85 | 1.78 | 4.54 | ||
| NW | Radial | 61.01 | 9.01 | 0.66 | 2.95 | |
| Tangential | 73.2 | 8.76 | 0.65 | 2.34 | ||
Based on the work of [15] results shown that bound water diffusion is relatively easy in G-layer of tension wood. The first explanation of it could be chemical composition of this layer, which consists mostly of cellulose.
Another possible explanation would involve the nanostructure of the G-layer, which contains mesopores producing an easy way for bound water migration [17].
The final moisture content confirmed presented results that the variability of initial moisture content does not influence on the final moisture, even when using high temperature drying process.
The values of longitudinal warping before and after drying process are shown in Table 1. The values of longitudinal warping between tension and normal wood are less noticeable. The different values of longitudinal warping which were measured after drying were higher in tension wood than in normal wood. The final values of longitudinalwarping between tension and normal wood are not considered noticeable in industry and all of these samples can be processed. The present observations are consistent with those of Sujan et al. 2015 [15]. tension wood, whenwas kiln-dried, is likely to deform hugely, which is probably caused by a gelatinous layer of the gelatinous fiber. This fact can be explained by the value of longitudinal warping tension wood has greater values of shrinkage in longitudinal direction. The analysis of the physical properties confirmed that the main impact of deformation with content of tension wood has 6 times higher longitudinal shrinkage than normal wood [12]. Figures 4 and 5 show color coordinates for samples with different angle of growth rings. Differences were calculated by colorimetric coordinates respectively L, a, and b before/after drying and before drying/ after milling process.

Difference of color coordinates L, a, b of the radial test samples

Difference of color coordinates L, a, b of the tangential test samples
These colorimetric coordinates indicate differences between tension and normal wood. Differences were calculated from the value of 0, which in this case is the coordinate value before the drying process. Considerable changes occurred in the L colorimetric coordinate, which measures lightness.
Differences are visible after the drying process and 3 mm under the surface as well. Darker color was more noticeable in tension wood than in normal wood. Other color coordinates a and b have not noticeable changes between tension and normal wood and radial and tangential either. Heterogenity in the wood anatomical structure may effect on its color. One of these heterogeneities is tension wood [9].
However, many researchers have also indicated that the tension wood has a shiny appearance and its color is much lighter than normal wood. The higher lightness of tension wood can be explained by the presence of gelatinous layer (G-layer), which is rich on cellulose [10].
On the other hand, the greatest difference was found in the ΔE (Table 2). Color difference was higher before drying process, where was more pronounced in tension wood. Subsequently, color differences 3 mm under the surface were lower values in a both test samples, tension and normal wood. However, in all measurements the color difference ΔE was > 12,which means high color change in the all samples. Expect one tangential normal sample, which has 6 > ΔE > 3. It means color changes visible with the average quality of the filter.
Values of the color difference ΔE
| Samples | ΔE(-) | ||||
|---|---|---|---|---|---|
| Before/after drying | Color change criteria | Before drying/after milling | Color change criteria | ||
| TW | Radial | 23.00 | Different color | 12.25 | High color change |
| Tangential | 18.40 | 8.38 | High color change | ||
| NW | Radial | 18.76 | 12.77 | High color change | |
| Tangential | 14.46 | 6.00 | Color changes visible with the average quality of the filter | ||
These differences between TW and NW samples with varying inclinations of annual circles may be due to the drawing of annual circles on the measured area. Table 3 shows average values and basic statistical characteristics of color parameters L, a, b before/ after drying and before/ after milling process (3 mm). The calculated values of the standard deviation and sample variance confirm the small variance of the measured values of the coordinates of the color space from the average value. For each sample, 30 measurements of coordinates L, a, b were made.
Basic statistical characteristic of color coordinates
| Samples | Color coordinates | Before drying | After drying | After milling | Count | ||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Mean | Standard Deviation | Sample Variance | Mean | Standard Deviation | Sample Variance | Mean | Standard Deviation | Sample Variance | |||||
| TW | R | L | 68.7 | 1.503 | 2.259 | 48.0 | 3.277 | 1.737 | 61.5 | 0.230 | 0.053 | 30 | |
| a | 9.4 | 0.747 | 0.558 | 16.3 | 0.610 | 0.372 | 12.0 | 0.223 | 0.050 | 30 | |||
| b | 28.3 | 0.361 | 0.130 | 21.1 | 0.946 | 0.896 | 18.8 | 0.425 | 0.180 | 30 | |||
| T | L | 67.7 | 1.842 | 3.393 | 50.4 | 0.587 | 0.344 | 61.6 | 0.569 | 0.324 | 30 | ||
| a | 9.7 | 0.669 | 0.448 | 16.0 | 0.541 | 0.293 | 12.0 | 0.348 | 0.121 | 30 | |||
| b | 23.1 | 1.129 | 1.275 | 22.4 | 0.158 | 0.025 | 17.8 | 0.149 | 0.022 | 30 | |||
| NW | R | L | 69.6 | 0.533 | 0.284 | 53.4 | 1.373 | 1.886 | 61.7 | 1.306 | 1.705 | 30 | |
| a | 5.9 | 0.507 | 0.257 | 13.5 | 0.567 | 0.322 | 12.2 | 0.562 | 0.316 | 30 | |||
| b | 26.7 | 0.706 | 0.498 | 21.1 | 0.083 | 0.007 | 18.8 | 0.074 | 0.006 | 30 | |||
| T | L | 65.2 | 0.816 | 0.666 | 51.5 | 1.202 | 1.444 | 65.5 | 0.117 | 0.014 | 30 | ||
| a | 10.7 | 0.422 | 0.178 | 15.0 | 0.446 | 0.199 | 11.6 | 0.126 | 0.016 | 30 | |||
| b | 24.6 | 0.501 | 0.251 | 22.6 | 0.620 | 0.385 | 18.7 | 0.117 | 0.014 | 30 | |||
Based on the article Klement et al. [19] overall, the differences in the colorimetric variables between the reaction wood and the NW wereless remarkable under the dry condition. Drying may interfere with the accurate visual differentiation of the reaction wood from the NW. These findings are relevant with our research.
4 Conclusions
The quality of beech wood is determined based on structure and properties of wood, frequency of defects in this material. Based on the experimental measurements, we can conclude:
Variability of initial moisture of tension wood was not conspicuous and therefore, has got not remarkable impact on the final drying time of the process.
The different values of longitudinal warping which were measured after drying were higher in tension wood than in normal wood. The final values of longitudinal warping between tension and normal wood are not considered noticeable in industry and all of these samples can be processed. Impact of radial and tangential angle of growth rings is non-significant factor
Color difference was higher before drying process, where was more pronounced in tension wood. Color change, which occurred in comparison between tension and normal samples, was always higher on tension samples. The most important color change occurred in the coordinate of the color space L.
Finally, it can be said that the properties of the samples with content of the tension wood are depended on the distribution and ratio in materials.
Acknowledgements
This work was supported by the Slovak Research and Development Agency under the contract no. SK-PL-18-0052.
Norms:
1. STN 490 103: 1993. Wood. Determination of the moisture content of the physical and mechanical testing. Slovak Standards Institute, Bratislava, Slovakia.
References
[1] Vilkovský, P., Cunderlík, I., Structure of phloem and wood/bark shear strength of the sessile oak during dormant and growing period. In: Acta Facultatis Xylologiae Zvolen 2017 59 (1), 17-26pp. ISSN 1336-3824Search in Google Scholar
[2] Hitka, M., Jošcák, P., Langová, N., Krišták, L., Blašková, S., Load-carrying Capacity and the Size of Chair Joints Determined for Users with a Higher Body Weight. Bioresources, 2018 13(3), 6428-6443.10.15376/biores.13.3.6428-6443Search in Google Scholar
[3] Réh, R.; Krišták, L.; Hitka, M.; Langová, N.; Jošcák, P.; Cambál, M. Analysis to Improve the Strength of Beds Due to the Excess Weight of Users in Slovakia. Sustainability 2019, 11, 624 doi:10.3390/su1103062410.3390/su11030624Search in Google Scholar
[4] Kúdela, J.; Cunderlík, I., 2012: Bukové drevo štruktúra, vlastnosti, použitie, Technická univerzita vo Zvolene, pp.152. ISBN 978-80-228-2318-0 (in Slovak).Search in Google Scholar
[5] Klaric, K., Greger, K., Klaric, M., Andric, T., Hitka, M., Kropivsek, J., An Exploratory Assessment of FSC Chain of Custody Certification Benefits in Croatian Wood Industry in Drvna Industrija, 2016, 67(3) pp 241-248 DOI: 10.5552/drind.2016.154010.5552/drind.2016.1540Search in Google Scholar
[6] Cunderlík, I., Hudec, I., Axial permeability of normal and tension beech wood. Wood structure and properties ’02. Zvolen: Arbora publishers, 2002, pp. 201-208.Search in Google Scholar
[7] Clair, B.; Thibaut, B., Shrinkage of the gelatinous layer of poplar and beech tension wood. IAWA Journal., 2001, Vol. 22, pp. 121-131.10.1163/22941932-90000273Search in Google Scholar
[8] Washusen, R.; Ilic, J.; Waugh, G., The relationship between longitudinal growth strain and the occurrence of gelatinous fibers in 10- and 11-year-old Eucalyptus globulus L.). Holz als Roh- und Werkstoff. 2003. 61 (4), pp. 299-303.10.1007/s00107-003-0388-3Search in Google Scholar
[9] Yamamoto, H.; Ruelle, J.; Arakawa, Y.; Yoshida, M.; Clair, B.; Gril, J., Origin of the characteristic hygromechanical properties of the gelatinous layer in tension wood from Kunugi oak Quercus acutissima Wood Science and Technology. 2010, 44, pp. 149-163.10.1007/s00226-009-0262-5Search in Google Scholar
[10] Tarmian, A.; Foroozan, Z.; Gholamiyan, H.; Gérard, J., The quantitative effect of drying on the surface color change of reaction woods: Spruce compression wood Picea abies L.) and poplar tension wood Populus nigra L.). Drying Technology., 2011, 29 (15), pp. 1814-1819.10.1080/07373937.2011.603067Search in Google Scholar
[11] Siau, J., F., 1984: Transport processes in wood. Berlin; Heidelberg; New York; Tokio: Springer-Verlag, pp. 245.10.1007/978-3-642-69213-0Search in Google Scholar
[12] Cunderlík, I., 1997: Relaxation of growth stresses in tension beech wood during steaming and drying. In: Medinárodná vedecká konferenica Les-Drevo-Životné prostredie ’97, Zvolen: Technická Univerzita vo Zvolene, Slovakia, pp. 115-120.Search in Google Scholar
[13] Klement, I.; Vilkovská, T. Color Characteristics of Red False Heartwood and Mature Wood of Beech Fagus sylvatica L.) Determining by Different Chromacity Coordinates. Sustainability 2019, 11, 690, doi:10.3390/su1103069010.3390/su11030690Search in Google Scholar
[14] Badia, M.; Mothe, F.; Constant, T.; Nepveu, G., 2005: Assessment of tension wood detection based on shiny appearance for three poplar cultivars. Annals of Forest Science, Springer Verlag (Germany). 62 (1), pp. 43-49.10.1051/forest:2004093Search in Google Scholar
[15] Sujan, K.C, Hiroyuki, Yamamoto., Miyuki, Matsuo., Masato Yoshida., Kazuhiro, Naito., Tatsuya, Shirai., Continuum contraction of tension wood fiber induced by repetitive hygrothermal treatment, In: Wood Sci Technol, Berlin Heidelberg: Springer-Verlag, 2015, Roc. 49, s. 1157-1169, DOI 10.1007/s00226-015-0762-4.10.1007/s00226-015-0762-4Search in Google Scholar
[16] Cividini, R., Travan, L., and Allegretti, O., White beech a tricky problem in drying process, (http://www.ivalsa.cnr.it/fileadmin/ivalsa/files/documenti/pubblicazioni/2008_Drying_process_for_whithe_beech.pdf) Accessed April 25, 2017.Search in Google Scholar
[17] Chang, S.; Clair, B.; Ruelle, J.; Beauchêne, J.; Di Renzo, F.; Quignard, F.; Zhao, G.; Yamamoto, H.; Gril, J., Mesoporosity as a new parameter for understanding tension stress generation in trees. Journal of Experimental Botany., 2009, 60 (11), pp. 3023-3030.10.1093/jxb/erp133Search in Google Scholar PubMed
[18] Nemec, F., Lorincova, S., Hitka, M., Turinska, L., The Storage Area Market in the Particular Territory in Nase more., 2015, 62 (3), pp131-138 DOI: 10.17818/NM/2015/SI810.17818/NM/2015/SI8Search in Google Scholar
[19] Klement, I., Vilkovská, T., Baranski, J., Konopka, A., The impact of drying and steaming processes on surface color changes of tension and normal beech wood, Drying Technology, 2018, DOI: 10.1080/07373937.2018.150921910.1080/07373937.2018.1509219Search in Google Scholar
© 2019 I. Klement et al., published by De Gruyter
This work is licensed under the Creative Commons Attribution 4.0 International License.
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- The Issue of a Transport Mode Choice from the Perspective of Enterprise Logistics
- Analysis of workplace injuries in Slovakian state forestry enterprises
- Research into Customer Preferences of Potential Buyers of Simple Wood-based Houses for the Purpose of Using the Target Costing
- Proposal of the Inventory Management Automatic Identification System in the Manufacturing Enterprise Applying the Multi-criteria Analysis Methods
- Hyperboloid offset surface in the architecture and construction industry
- Analysis of the preparatory phase of a construction investment in the area covered by revitalization
- The selection of sealing technologies of the subsoil and hydrotechnical structures and quality assurance
- Impact of high temperature drying process on beech wood containing tension wood
- Prediction of Strength of Remixed Concrete by Application of Orthogonal Decomposition, Neural Analysis and Regression Analysis
- Modelling a production process using a Sankey diagram and Computerized Relative Allocation of Facilities Technique (CRAFT)
- The feasibility of using a low-cost depth camera for 3D scanning in mass customization
- Urban Water Infrastructure Asset Management Plan: Case Study
- Evaluation the effect of lime on the plastic and hardened properties of cement mortar and quantified using Vipulanandan model
- Uplift and Settlement Prediction Model of Marine Clay Soil e Integrated with Polyurethane Foam
- IoT Applications in Wind Energy Conversion Systems
- A new method for graph stream summarization based on both the structure and concepts
- “Zhores” — Petaflops supercomputer for data-driven modeling, machine learning and artificial intelligence installed in Skolkovo Institute of Science and Technology
- Economic Disposal Quantity of Leftovers kept in storage: a Monte Carlo simulation method
- Computer technology of the thermal stress state and fatigue life analysis of turbine engine exhaust support frames
- Statistical model used to assessment the sulphate resistance of mortars with fly ashes
- Application of organization goal-oriented requirement engineering (OGORE) methods in erp-based company business processes
- Influence of Sand Size on Mechanical Properties of Fiber Reinforced Polymer Concrete
- Architecture For Automation System Metrics Collection, Visualization and Data Engineering – HAMK Sheet Metal Center Building Automation Case Study
- Optimization of shape memory alloy braces for concentrically braced steel braced frames
- Topical Issue Modern Manufacturing Technologies
- Feasibility Study of Microneedle Fabrication from a thin Nitinol Wire Using a CW Single-Mode Fiber Laser
- Topical Issue: Progress in area of the flow machines and devices
- Analysis of the influence of a stator type modification on the performance of a pump with a hole impeller
- Investigations of drilled and multi-piped impellers cavitation performance
- The novel solution of ball valve with replaceable orifice. Numerical and field tests
- The flow deteriorations in course of the partial load operation of the middle specific speed Francis turbine
- Numerical analysis of temperature distribution in a brush seal with thermo-regulating bimetal elements
- A new solution of the semi-metallic gasket increasing tightness level
- Design and analysis of the flange-bolted joint with respect to required tightness and strength
- Special Issue: Actual trends in logistics and industrial engineering
- Intelligent programming of robotic flange production by means of CAM programming
- Static testing evaluation of pipe conveyor belt for different tensioning forces
- Design of clamping structure for material flow monitor of pipe conveyors
- Risk Minimisation in Integrated Supply Chains
- Use of simulation model for measurement of MilkRun system performance
- A simulation model for the need for intra-plant transport operation planning by AGV
- Operative production planning utilising quantitative forecasting and Monte Carlo simulations
- Monitoring bulk material pressure on bottom of storage using DEM
- Calibration of Transducers and of a Coil Compression Spring Constant on the Testing Equipment Simulating the Process of a Pallet Positioning in a Rack Cell
- Design of evaluation tool used to improve the production process
- Planning of Optimal Capacity for the Middle-Sized Storage Using a Mathematical Model
- Experimental assessment of the static stiffness of machine parts and structures by changing the magnitude of the hysteresis as a function of loading
- The evaluation of the production of the shaped part using the workshop programming method on the two-spindle multi-axis CTX alpha 500 lathe
- Numerical Modeling of p-v-T Rheological Equation Coefficients for Polypropylene with Variable Chalk Content
- Current options in the life cycle assessment of additive manufacturing products
- Ideal mathematical model of shock compression and shock expansion
- Use of simulation by modelling of conveyor belt contact forces