Alejandra Quintanar-Isaías, Felipe Orduña-Bustamante, Ana Teresa Jaramillo-Pérez, Cándido Cruz-Santiago, Norma Castañeda-Villa, Dulce Selene Nolasco-Ramírez
{"title":"Alternative sustainable Mexican tropical woods for classical guitar frameboards and fretboards","authors":"Alejandra Quintanar-Isaías, Felipe Orduña-Bustamante, Ana Teresa Jaramillo-Pérez, Cándido Cruz-Santiago, Norma Castañeda-Villa, Dulce Selene Nolasco-Ramírez","doi":"10.1007/s00107-025-02250-y","DOIUrl":"10.1007/s00107-025-02250-y","url":null,"abstract":"<div><p>Sustainable wood species suitable for constructing frameboards and fretboards of classical guitars and other string musical instruments, are identified and proposed as alternatives to wood species traditionally used for these purposes, but being currently ecologically endangered. Two sets of wood species were considered: (1) experimental woods, as possible alternatives, and (2) reference woods, traditionally in use, but considered at risk. Wood samples were studied in terms of anatomical characteristics: sizes of vessels, fibers, rays, and the corresponding ratios, amount of extractives, type and amount of axial parenchyma; and also in terms of physical vibration characteristics. Experimental woods of low mass density also have vibration qualities below those found among the reference wood species. The anatomical characteristics observed in these low density wood species feature large vessel diameters, thin fiber walls, and low amounts of extractives and parenchyma. Experimental woods of higher densities show larger, more adequate vibration parameters, and a variety of cellular characteristics, with modest amounts of extractives. Reference woods show larger transmission, more desirable vibration properties, diverse vessel diameters, with significantly thick fiber cell walls, and abundant axial parenchyma and extractives. Results were analyzed in terms of different variables, showing clustering of wood species according to anatomical and physical vibration similarities. This study allows recognizing characteristics closely equivalent to the reference woods among some of the experimental wood species, making them suitable for classical guitar frameboards and fretboards, as well as identifying some experimental wood species not necessarily suitable for this purpose.</p></div>","PeriodicalId":550,"journal":{"name":"European Journal of Wood and Wood Products","volume":"83 3","pages":""},"PeriodicalIF":2.4,"publicationDate":"2025-04-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://link.springer.com/content/pdf/10.1007/s00107-025-02250-y.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143861346","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"农林科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Dawei Wang, Mengyuan Zhang, Meng Gong, Ying Hei Chui
{"title":"Evaluation of bending performance in full-scale cross-laminated timber made from trembling aspen lumber","authors":"Dawei Wang, Mengyuan Zhang, Meng Gong, Ying Hei Chui","doi":"10.1007/s00107-025-02251-x","DOIUrl":"10.1007/s00107-025-02251-x","url":null,"abstract":"<div><p>Cross-laminated timber (CLT) is an innovative engineered wood product with excellent stiffness and strength in two directions, typically made from combination species of Spruce-Pine-Fir or Douglas Fir-Larch in North America. Trembling aspen (<i>Populus tremuloides</i>), a widely distributed species in North America, exhibits a great potential for producing CLT due to its outstanding rolling shear properties and relatively low raw material cost. This study was aimed at evaluating the bending properties of full-scale CLT panel and specimen manufactured from trembling aspen lumber sourced in Alberta, Canada. The longitudinal stress wave (LSW) method was employed for sorting lumber based on the modulus of elasticity (MOE). Three- and five-layer CLT panels in two strength directions were constructed, measuring 2.7 m in length and 1.2 m in width. Static third-point bending tests were conducted for CLT panels and specimens. It was found that (1) The mean effective bending stiffnesses ((EI)<sub>eff,f,0</sub> and (EI)<sub>eff,f,90</sub>) of three-layer CLT panels in the major- and minor-strength directions were 32.1% and 44.8% higher, respectively, than the values calculated using the shear analogy method. Similarly, for five-layer CLT panels, (EI)<sub>eff,f,0</sub> increased by 46.6% and (EI)<sub>eff,f,90</sub> by 43.3%; (2) For five-layer CLT specimens, the mean (EI)<sub>eff,f,0</sub> and (EI)<sub>eff,f,90</sub> were 19.2% and 30.3% higher, respectively, than grade E1 requirements specified in the standard ANSI/APA PRG-320, and the mean (EI)<sub>eff,f,0</sub> and (EI)<sub>eff,f,90</sub> of three-layer CLT specimens increased by 1.5% and 40.7% compared to those of grade E1, respectively; (3) The mean bending moment resistance ((F<sub>b</sub>S)<sub>eff,f,0</sub>) for five-layer CLT specimens in the major-strength direction was approximately 5.0% lower than that of CLT made with western hemlock, and the mean (F<sub>b</sub>S)<sub>eff,f,0</sub> of three-layer CLT specimens was about 25.3% lower than that of CLT made with black spruce; (4) The rolling shear failure was observed to be the predominant failure mode in the major-strength groups, occurring approximately 50% in both three- and five-layer CLT specimens. For the minor-strength group, the tension failure was observed as primary failure mode, accounting for 50% as well. (5) The mean absolute percentage errors forecast for the mean (EI)<sub>eff</sub> of three-layer CLT panels and specimens in the major-strength was 8.47% and 10.10%, respectively.</p></div>","PeriodicalId":550,"journal":{"name":"European Journal of Wood and Wood Products","volume":"83 3","pages":""},"PeriodicalIF":2.4,"publicationDate":"2025-04-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143856624","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"农林科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Nikhil Bharat, Vijay Kumar, D. Veeman, M. Vellaisamy
{"title":"Enhancing mechanical properties of 3D-printed PLA/wood composites: a metaheuristic and statistical perspective","authors":"Nikhil Bharat, Vijay Kumar, D. Veeman, M. Vellaisamy","doi":"10.1007/s00107-025-02253-9","DOIUrl":"10.1007/s00107-025-02253-9","url":null,"abstract":"<div><p>The optimization of Fused Filament Fabrication (FFF) process parameters is crucial for improving the mechanical properties of PLA/wood composites, yet traditional statistical methods often fail to capture complex, nonlinear parameter interactions effectively. This study applies the Artificial Bee Colony (ABC) algorithm to optimize layer height, infill density, infill pattern, and raster orientation, comparing its performance with Analysis of Variance (ANOVA). PLA/wood composites were fabricated using an 80:20 ratio, and mechanical testing was conducted to evaluate compressive strength, hardness, and tensile strength. The ABC algorithm demonstrated higher prediction accuracy, with R<sup>2</sup> values of 0.96 for compressive strength, 0.93 for hardness, and 0.95 for tensile strength, significantly reducing prediction errors compared to ANOVA. Experimental validation confirmed an experimental compressive strength of 82.4 MPa, theoretical value of 83.78 MPa (error 1.69%), hardness of 83.54 Shore D, theoretical value of 83.60 Shore D (error 0.11%), and tensile strength of 59.7 MPa, theoretical value of 59.95 MPa (error 0.41%). The results demonstrate that ABC-based optimization significantly enhances process efficiency and mechanical performance, making it a promising tool for advanced additive manufacturing applications, including multi-material 3D printing and sustainable bio-composite fabrication.</p></div>","PeriodicalId":550,"journal":{"name":"European Journal of Wood and Wood Products","volume":"83 3","pages":""},"PeriodicalIF":2.4,"publicationDate":"2025-04-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143848937","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"农林科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Identification of wood structure related vibrational characteristics of wooden plates from Norway spruce (Picea abies [L.] Karst.) by high resolution laser scans","authors":"Oliver Dünisch","doi":"10.1007/s00107-025-02254-8","DOIUrl":"10.1007/s00107-025-02254-8","url":null,"abstract":"<div><p>The vibrational behaviour of wooden plates of Norway spruce (<i>Picea abies</i> [L.] Karst.) was studied by means of a high resolution laser scanning system, which allowed vibration measurements with an accuracy of 0.6 μm, a spatial resolution of the measuring spots of 28.6 μm, and a sampling frequency of 10,000 Hz. In total the vibration spectra of 10,760 measurement spots were analysed in terms of the number, frequencies, amplitudes, and damping of the overlapping natural oscillations. Special regard was given to the influence of the anatomical direction and the wood structure on the vibrational behaviour of the plates. In more than 70% of the vibration spectra two natural frequencies were present, while the other spectra showed indistinct vibration patterns. The anatomical direction of the wood had a significant influence on the vibrational behaviour in terms of the frequencies in absolute numbers as well as the amplitudes and the damping of the natural oscillations. Vibration spectra obtained from measurements in earlywood and latewood zones of the tree rings showed very similar characteristics, while measurements in zones with strong changes in tree ring widths and the presence of resin canals were often correlated with an increase of overlapping natural oscillations of indistinct frequencies, amplitudes, damping, and phase offset. The results indicate that the homogenous and highly organized cell structure in the wood of Norway spruce leads to distinct vibrational characteristics with two distinct overlapping natural frequencies. With regard to the use as resonance wood changes in tree ring widths and accumulations of resin canals are local defects, which have a negative impact on the vibrational properties of the wood.</p></div>","PeriodicalId":550,"journal":{"name":"European Journal of Wood and Wood Products","volume":"83 3","pages":""},"PeriodicalIF":2.4,"publicationDate":"2025-04-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143849018","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"农林科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Bending properties of LVL made by Eucalyptus globulus Labill. and its potential for hybrid glulam beams","authors":"Carlos Martins, Alfredo M. P. G. Dias","doi":"10.1007/s00107-025-02244-w","DOIUrl":"10.1007/s00107-025-02244-w","url":null,"abstract":"<div><p>The growing demand for engineered wood products is mobilizing the industry and the scientific community to study alternatives to softwood species. Hardwood species have been studied within the last decades to assess their mechanical properties of sawn wood and engineered wood products. Despite that, in Europe there is a huge diversity of hardwood species, most of them considered as mid-density, being Southern blue gum (<i>Eucalyptus globulus</i> Labill.) considered as high-density with values of density of about 900 kg/m<sup>3</sup>. The present paper addresses an experimental campaign to assess the bending performance of Laminated Veneer Lumber (LVL) made with Southern blue gum (both edgewise and flatwise). An average modulus of elasticity of 22,015 MPa and bending strength of 85.6 MPa were obtained for edgewise direction, 30.5% higher than flatwise for modulus of elasticity and 5.5% lower than flatwise bending strength. The use of Southern blue gum LVL at both tension and compression external layers for glulam production in combination with Poplar (Populus spp.) was also considered as well as the use of LVL only at the tension layer. From the former (5 glulam beams) an average value of 19,713 MPa and 77.9 MPa was determined whereas from unsymmetric use of LVL (3 glulam beams) an average value of 13,634 MPa and 57.9 MPa were obtained for modulus of elasticity and bending strength, respectively. Non-destructive tests preceded static standard tests and correlations were drawn. Bonding performance assessment of both LVL and glulam beams followed EN 14734 and EN 14080, respectively.</p></div>","PeriodicalId":550,"journal":{"name":"European Journal of Wood and Wood Products","volume":"83 3","pages":""},"PeriodicalIF":2.4,"publicationDate":"2025-04-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://link.springer.com/content/pdf/10.1007/s00107-025-02244-w.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143840466","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"农林科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Estimating the characteristic strength values of unidirectional engineered bamboo laminates and cross-laminated bamboo panels","authors":"Rui Wang, Zhi Li, Yao Wu, Mingkang Xia, Qian Wang","doi":"10.1007/s00107-025-02203-5","DOIUrl":"10.1007/s00107-025-02203-5","url":null,"abstract":"<div><p>Based on the geometrical characteristics of thick-strip engineered bamboo panels, the experimental methods in accordance with current testing standards are proposed in this research. The strength values of structural used engineered bamboo panels under various loading conditions are reported in terms of tension, compression, bending, and shear. The average stress-displacement curves of panels with different thicknesses are given and compared in this study. The k-sample Anderson–Darling (ADK) test was used to statistically analyze the effect of thickness on three batches of strength values, and the test results indicated that the three groups of data were drawn from different populations, demonstrating that the thickness significantly affects the material properties of bamboo panels. Using the original test data obtained, strength values and the corresponding coefficient of variation (COV) were calculated and compared. Probability plots of the strength values indicate that the distribution can be described as a normal distribution variable with a 95% level of confidence. Based on the test information obtained from different small specimen numbers, ranging from 5 to 60, the characteristic strength values of the structural used bamboo panels are estimated according to the design-by-test approach. Additionally, the compressive performance and corresponding characteristic load-bearing capacity of cross-laminated-bamboo (CLB) based on the engineered bamboo boards are also investigated in this research.</p></div>","PeriodicalId":550,"journal":{"name":"European Journal of Wood and Wood Products","volume":"83 2","pages":""},"PeriodicalIF":2.4,"publicationDate":"2025-04-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143835632","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"农林科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Enhancing color fastness and reducing environmental impact: an eco-friendly dyeing method for Ayous wood","authors":"Wensheng Liu, Fanjun Yu, Chengsheng Gui, Yunfang Shen, Zhe Qiu, Zefang Xiao, Tianpeng Zhang, Yanjun Xie","doi":"10.1007/s00107-025-02252-w","DOIUrl":"10.1007/s00107-025-02252-w","url":null,"abstract":"<div><p>Currently, wood dyeing technology plays an important role in its enhancing aesthetics and market competitiveness. However, still facing the dual challenges of insufficient color fastness of dyeing and environmental pollution caused by dye wastes generated during the dyeing process. Herein, an efficient and environmentally friendly dyeing method was proposed to improve color fastness utilizing chemisorption and electrostatic adsorption in low concentration dyeing solution. The chemical modification of Ayous wood using 2,3-epoxypropyltrimethylammonium chloride was carried out by introducing the cationic groups to reduce the dyeing resistance and increase the binding force of dye molecules on the wood. Kinetic and thermodynamic analyses revealed that the adsorption behavior between cation-modified bleached wood (CBW) and acid dyes adheres to the quasi second-order kinetic model (R<sup>2</sup> = 0.98) and Freundlich isothermal model (R<sup>2</sup> = 0.91), suggesting an adsorption process in which chemical adsorption dominated. Therefore, there was a significant increase in color fastness. Compared to the traditional dyeing method, the quantity of dyes consumed in this method can be reduced by 40%, significantly diminishing the environmental load of dyeing waste liquid. This study offers an efficient and environmentally friendly modification strategy for wood dyeing, highlighting a potential of CBW for practical applications.</p></div>","PeriodicalId":550,"journal":{"name":"European Journal of Wood and Wood Products","volume":"83 2","pages":""},"PeriodicalIF":2.4,"publicationDate":"2025-04-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143821941","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"农林科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Preparation and performance of new leaching-resistant copper sulfide-based wood preservatives","authors":"Xinyi Guo, Haoliang Zhang, Fanfan Peng, Shaobo Lou, Weichao Xia, Hui Fan, Tonghua Lu, Shuaibo Han, Hui Wang, Fangli Sun","doi":"10.1007/s00107-025-02236-w","DOIUrl":"10.1007/s00107-025-02236-w","url":null,"abstract":"<div><p>The aim of this study was to develop a new type of micronized copper-based wood preservative that would improve the problem of easy leaching of copper ions associated with other copper-containing wood preservatives. Micronized copper sulfide (CuS) is simple to prepare, provides good anti-fungal protection, and is leaching resistant. The stability of micronized CuS, the extent of leaching of copper ions from wood, and the effect before and after deliberate leaching on antifungal efficacy were investigated. When the retention of CuS was 4.8 kg/m<sup>3</sup>, the wood mass loss rate after infection with <i>Trametes versicolor</i>, <i>Gloeophyllum trabeum</i>, or <i>Neolentinus lepideus</i> fungi was < 10%, and when the retention was 2.16 kg/m<sup>3</sup>, only 1.87% was leached. Then, micronized copper sulfide azole (CuSA) was developed to provide comprehensive protection against wood decay fungi, especially copper-resistant fungus <i>Rhodonia placenta</i>. Preservative effects and changes in the chemical and micromechanical properties of the treated wood were investigated. When the retention of CuSA was 1.92 kg/m<sup>3</sup>, the mass loss from leached wood blocks after exposure to <i>Rhodonia placenta</i> fungi was only 3.51%. There were a few significant effects on the chemical and micromechanical properties of treated wood. This study provides a new approach to the design and preparation of effective wood preservatives with less leaching.</p></div>","PeriodicalId":550,"journal":{"name":"European Journal of Wood and Wood Products","volume":"83 2","pages":""},"PeriodicalIF":2.4,"publicationDate":"2025-04-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143809231","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"农林科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Tobias Nenning, Johannes Konnerth, Wolfgang Gindl-Altmutter, Michael Grabner, Christian Hansmann, Lukas Eder, Sabine Bodner, Maximilian Pramreiter
{"title":"Impact bending strength and structural properties of hardwood: branch versus stem","authors":"Tobias Nenning, Johannes Konnerth, Wolfgang Gindl-Altmutter, Michael Grabner, Christian Hansmann, Lukas Eder, Sabine Bodner, Maximilian Pramreiter","doi":"10.1007/s00107-025-02247-7","DOIUrl":"10.1007/s00107-025-02247-7","url":null,"abstract":"<div><p>The branches of deciduous trees are optimised by nature to allow continuous adaptation and response to changing environmental conditions. As a result, the morphology and internal structure of the wood branches are often more variable than in the stem. Quantitatively, branches and stem tops represent 20–50% of the volume of the above-ground biomass of deciduous trees, which is currently under-utilized and mainly burned. To enable a higher-value application as a safe construction material, a comprehensive technological profile of branch wood is a prerequisite. Therefore, we performed single-blow impact pendulum tests in tangential wood direction on branch and stem wood samples of beech, oak, and poplar to investigate their relationship with wood density, macrostructural properties, fibre properties, and microfibril orientation of selected samples. Our results showed that the significant differences in mean impact bending strength between branch and stem for all species could not be explained by wood density. However, branch and stem wood with higher toughness are generally associated with longer fibres. Overall, branches showed higher MFA (microfibril angle) and lower fibre length compared to stems. We found that higher toughness in selected beech samples was associated with higher density and lower MFA. While oak also had a lower MFA, poplar had a higher MFA in high-toughness samples. Our empirical results provide insights into the species-specific structure-property relationships of hardwood branches, improving the understanding of their properties and variability, and potentially informing their use in structural applications.</p></div>","PeriodicalId":550,"journal":{"name":"European Journal of Wood and Wood Products","volume":"83 2","pages":""},"PeriodicalIF":2.4,"publicationDate":"2025-04-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://link.springer.com/content/pdf/10.1007/s00107-025-02247-7.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143784214","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"农林科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}