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Monday, 20 March 2017

Density profile and microstructural analysis of densified beech wood (Fagus sylvatica L.) plasticized by microwave treatment

Author
  • Jakub Dömény
  • Petr Čermák
  • Vojtěch Koiš
  • Jan Tippner
  • Radim Rousek
DOI: 10.1007/s00107-017-1173-z
Cite this article as: 
Dömény, J., Čermák, P., Koiš, V. et al. Eur. J. Wood Prod. (2017). doi:10.1007/s00107-017-1173-z

Abstract

This study was carried out in order to determine the efficacy of microwave (MW) plasticization for wood densification purposes. The plasticization process was carried out using a continuous feed laboratory MW at a frequency of 2.45 GHz. European beech (Fagus sylvatica L.) specimens measuring 50 mm × 40 mm × 8 mm were MW treated (plasticized) with an output of 3.5 kW at a conveyor speed of 0.4 m/min. Afterwards, MW plasticized specimens were densified with a ratio of 50%. Microscopic structure changes of densified wood were detected using a scanning electron microscope (SEM) and density profiles were measured using the X-ray densitography. An average density of 677 kg m−3 and 771 kg m−3increased significantly to 951 kg m−3 for radially densified and to 1194 kg m−3 for tangentially densified specimens. X-ray densitography results show uniformity of density profiles through specimen thickness, which confirmed the evenly plasticized volume of wood. Microscopic structure observation revealed that the MW plasticization was not accompanied by any fractures, and deformations present in the densified wood were due to viscoelastic buckling of cell walls without crack propagation. Therefore, MW treatment can be considered as an effective method for wood plasticization.

References

  1. isostatic densification of heat-treated radiata pine. Wood Sci Technol 40(7):607–617CrossRefGoogle Scholar
  2. Bouriaud O, Bréda N, Moguédec G, Nepveu G (2004) Modelling variability of wood density in beech as affected by ring age, radial growth and climate. Trees 18(3):264–276CrossRefGoogle Scholar
  3. Čermák P, Horáček P, Rademacher P (2013) Heat distribution in thermally modified timber. Eur J Wood Prod 71(6):827–830
  4. Čermák P, Rautkari L, Horáček P, Saake B, Rademacher P, Sablík P (2015) Analysis of dimensional stability of thermally modified wood affected by re-wetting cycles. BioResources 10(2):3242–3253
  5. Dömény J, Koiš V, Zapletal M (2014) Application of microwave treatment for the plasticization of beech wood (Fagus sylvatica L.) and its densification for flooring system purposes. BioResources 9(4):7519–7528
  6. EN 13183-1 (2002) Moisture content of a piece of sawn timber—Part 1: Determination by oven dry method. European Committee for Standardization, Brussels, Belgium
  7. Fang CH, Mariotti N, Cloutier A, Koubaa A, Blanchet P (2012) Densification of wood veneers by compression combined with heat and steam. Eur J Wood Prod 70(1–3):155–163
  8. Fukuta S, Asada F, Sasaki Y (2008) Manufacture of compressed wood fixed by phenolic resin impregnation trough drilled holes. J Wood Sci 54(2):100–106CrossRefGoogle Scholar
  9. Gabrielli C, Kamke FA (2008) Treatment of chemically modified wood with VTC process to improve dimensional stability. Forest Prod J 58(12):82–86Google Scholar
  10. Gašparík M, Gaff M (2013) Changes in temperature and moisture content in beech wood plasticized by microwave heating. BioResources 8(3):3372–3384
  11. Hansson L, Antti AL (2003) The effect of microwave drying on Norway spruce woods strength: a comparison with conventional drying. J Mater Process Tech 141(1):41–50CrossRefGoogle Scholar
  12. Haygreen J, Bowyer J (1996) Forest products and wood science, 3rd edn. Iowa State University Press. ISBN: 0-81382-256-4
  13. Higashihara T, Morooka T, Norimoto M. (2000) Permanent fixation transversely compressed wood by steaming and its mechanism. Mokuzai Gakkaishi 46(4):291–297
  14. Hill CA (2006) Wood modification: chemical, thermal and other processes. John Wiley and Sons, West SussexCrossRefGoogle Scholar
  15. Hill CA, Jones D (1996) The dimensional stabilisation of Corsican pine sapwood by reaction with carboxylic acid anhydrides. Holzforschung 50(5):457–462CrossRefGoogle Scholar
  16. Hillis WE, Rozsa AN (1978) The softening temperatures of wood. Holzforschung 32:68–73CrossRefGoogle Scholar
  17. Hong-Hai L, Qing-Wen W, Lin Y, Tao J, Ying-Chun C (2005) Modification of larch wood by intensive microwave irradiation. J For Res 16(3):237–240CrossRefGoogle Scholar
  18. Inoue M, Norimoto M, Tanahashi M, Rowell RM (1993) Steam or heat fixation of compressed wood. Wood Fiber Sci 25(3):224–235
  19. Kamke FA (2006) Densified radiate pine for structural composites. Maderas, Ciencia y Technologia 8(2):83–92
  20. Kasal B (1989) Behavior of wood under transverse compression. MS. Thesis, Virginia Polytechnic Institute and State University, Blacksburg, VA, USAGoogle Scholar
  21. Koiš V, Dömény J, Tippner J (2014) Microwave device for continuous modification of wood. BioResources 9(2):3025–3037
  22. Kollmann FP, Côté W (1968) Principles of wood science and technology. vol. I: Solid Wood. Springer Verlag, BerlinCrossRefGoogle Scholar
  23. Kollmann FP, Kuenzi EW, Stamm AJ (1975) Principles of wood science and technology. Vol. II Wood based materials. Springer-Verlag, New York Heidelberg Berlin, pp 139–149
  24. Kutnar A, Kamke FA, Sernek M (2009) Density profile and morphology of viscoelastic thermal compressed wood. Wood Sci Technol 43:57–68CrossRefGoogle Scholar
  25. Lamason C, Gong M (2007) Optimization of pressing parameters for mechanically surface-densified aspen. For Prod J 57(10):64–68Google Scholar
  26. Leiker M, Aurich K, Adamska MA (2005) Accelerated drying of single hardwood boards by combined vacuum-microwave application. 9th Intl. IUFRO Wood Drying Conf. Nanjing, China: 185–190
  27. Machado JP (2006) Effect of microwave treatment on oak compression strength. Silva Lusitana, Lisboa, Portugal 14(1):51–58
  28. Makovíny I (2000) Dielectric and electromagnetic characteristics of beech wood. Wood Research 45(3): 23–34
  29. Merenda L, Holan J (2008) The permeability of microwave treated wood for distilled water. Acta Universitatis Agriculturae et. Silviculturae Mendelianae Brunensis 56(1):137–142
  30. Metaxas A, Meredith R (1983) Industrial microwave heating. P. Peregrinus on behalf of the Institution of Electrical Engineers, London, UK, ISBN 0906048893
  31. Militz H (2002) Heat treatment technologies in Europe: Scientific background and technological state of art. Proceedings of Conference on Enhancing the durability of lumber and Engineered Wood Products, Forest Products Society, Madison, USA
  32. Morsing N (2000) Densification of wood—the influence of hygrothermal treatment on compression of beech perpendicular to the grain. Ph.D. thesis, Technical University of Denmark, Department of Structural Engineering and Materials, p 138
  33. Norimoto M, Gril J (1989) Wood bending using microwave heating. J Microwave Power EE 24(4):203–212Google Scholar
  34. Oloyede A, Groombridge P (2000) The influence of microwave rating on the mechanical properties of wood. J Mater Process Technol 100(1):67–73CrossRefGoogle Scholar
  35. Rautkari R (2012) Surface modification of solid wood using different techniques. Ph.D. thesis, Department of forest products technology. Aalto University, Helsinki ISBN 9789526044644Google Scholar
  36. Rautkari L, Kutnar A, Hughes M, Kamke FA (2010) Wood surface densification using different methods. In: Proceedings of the 11th World Conference on Timber Engineering, Riva del Garda, Italy
  37. Rautkari L, Laine K, Laflin N, Hughes M (2011) Surface modification of Scots pine: the effect of process parameters on the through thickness density profile. J Mater Sci 46(14):4780–4786CrossRefGoogle Scholar
  38. Rowell RM (2005) Chemical modification of wood. In: Rowell RM (ed) Handbook of Wood chemistry and wood composites. CRC Press, Florida, pp 381–420Google Scholar
  39. Seyfarth R, Leiker M, Mollekopf N (2003) Continuous drying of lumber in a microwave vacuum kiln. In: Proceedings of the 8th International IUFRO Wood Drying Conference, Brasov, Romania, pp 159–163
  40. Skyba O, Schwarze FWMR, Niemz P (2009) Physical and mechanical properties of thermo-hygro-mechanically (THM)—densified wood. Wood Res 54(2):1–18
  41. Torgovnikov GI (1993) Dielectric properties of wood and wood-based materials. Springer-Verlag, Berlin. doi:10.1007/978-3-642-77453-9CrossRefGoogle Scholar
  42. Torgovnikov GI, Vinden P (2009) High intensity microwave wood modification for increasing permeability. Forest Prod J 59(4):84–92Google Scholar
  43. Tu D, Su X, Zhang T, Fan W, Zhou Q (2014) Thermo-mechanical densification of Populus tomentosa var. tomentosa with low moisture content. BioRes. 9(3):3846–3856
  44. Uhmeir A, Morooka T, Norimoto M (1998) Influence of thermal softening and degradation on the radial compression behaviour of wet spruce. Holzforschung 52(1):77–81CrossRefGoogle Scholar
  45. Vinden P, Torgovnikov GI, Hann J (2011) Microwave modification of radiata pine railway sleepers for preservative treatment. Eur J Wood Prod 69(2):271–279
  46. Vongpradubchai S, Rattanadecho P (2009) The microwave processing of wood using a continuous microwave belt drier. Chem Eng Process 48(5):997–1003CrossRefGoogle Scholar
  47. Wangaard F (1950) The mechanical properties of wood. John Wiley, New York, p 377Google Scholar

For further details log on website :
http://link.springer.com/article/10.1007/s00107-017-1173-z

Sunday, 19 March 2017

Assessment of ecosystem services at the national level in Germany—Illustration of the concept and the development of indicators by way of the example wood provision

Published Date
Ecological Indicators
November 2016, Vol.70:181195, doi:10.1016/j.ecolind.2016.06.010

Navigating Urban Complexity: Advancing Understanding of Urban Social – Ecological Systems for Transformation and Resilience
  • Author 
  • Karsten Grunewald a,,
  • Hendrik Herold a,
  • Stefan Marzelli b,
  • Gotthard Meinel a,
  • Benjamin Richter a,
  • Ralf-Uwe Syrbe a,
  • Ulrich Walz c,
  • aLeibniz Institute of Ecological Urban and Regional Development, Weberplatz 1, 01217 Dresden, Germany
  • bIfuplan – Institut für Umweltplanung und Raumentwicklung, Amalienstr. 79, 80799 München, Germany
  • cHochschule für Technik und Wirtschaft Dresden (HTW), Friedrich-List-Platz 1, 01069 Dresden, Germany

Highlights
  • Explanation of the “German framework” following MAES and CICES recommendations.
  • Priorisation of 21 ecosystem services classes to be handled.
  • Principles of the description of indicandum and indicator (template).
  • Illustration of the procedure by the example raw wood production.
  • Discussion of the indicator in relationship to sustainability and biodiversity.
Abstract

The EU Biodiversity Strategy stipulates in Target 2, Action 5 that the member states must map and assess the state of the ecosystems and their services and promote the integration into the reporting systems at the EU and national level by 2020. Therefore indicators for capturing and assessing ecosystem services (ES) are needed. In this paper we report for which ES class types currently ES indicators are being developed for Germany in the context of an ongoing research project. Additionally, we provide the indicator specifications, which are based on underlying framework concept. By way of the example of the provisioning service ‘raw wood production’ and the development of the main-indicator ‘annual wood accrual’ and six sub-indicators, we illustrate the concrete procedure, including discussion of results and target values. The indicators for the ES wood provision are not only suitable for an exemplary illustration of procedure, data selection and data basis in Germany. Furthermore, it shows that indicators for provisioning ES can eminently conflict with biodiversity and other ES.

Keywords

  • Biodiversity
  • CICES classification
  • Ecosystem services
  • Forest management
  • Raw wood production

  •  Table 1
    Table 1.
     Table 2
    Table 2.
     Table 3
    Table 3.
    Fig. 1.
    Fig. 2.
    Fig. 3.
    Fig. 4.
    • ⁎ 
      Corresponding author.
    © 2016 Elsevier Ltd. All rights reserved.

    For further details log on website :
    http://www.sciencedirect.com/science/article/pii/S1470160X16303090

    Underground riparian wood: Buried stem and coarse root structures of Black Poplar (Populus nigraL.)

    Published Date
    Geomorphology
    15 February 2017, Vol.279:188198, doi:10.1016/j.geomorph.2016.08.002
    Dynamics and ecology of Wood in World Rivers
    • Author 
    • James V. Holloway a,,
    • Matthias C. Rillig b,c
    • Angela M. Gurnell a
    • aQueen Mary University of London, School of Geography, Mile End Road, London, E1 4NS, United Kingdom
    • bFreie Universität Berlin, Institut für Biologie, Plant Ecology, Altensteinstr. 6, Berlin D-14195, Germany
    • cBerlin-Brandenburg Institute of Advanced Biodiversity Research (BBIB), Berlin D-14195, Germany

    Highlights
    • The underground biomass of Black Poplar is deep and morphologically complex.
    • Roots extend to below the bar surface where the original tree established.
    • The main buried axis is typically a stem from which new shoots and roots emanate.
    • Steps and bends in the main axis reflect the surrounding sediment structure.
    • This underground wood possesses traits that may tighten fluvial wood budgets.
    Abstract

    Despite the potential importance of tree species in influencing the processes of wood recruitment, transport, retention, and decay that control river wood budgets, focus has been relatively limited on this theme within fluvial wood research. Furthermore, one of the least investigated topics is the belowground living wood component of riparian trees.

    This paper presents observations of the morphology and age of buried stem and coarse root structures of eight Populus nigra individuals located in the riparian woodland of two sites on the middle to lower Tagliamento River, Italy. This species was selected because of its wide distribution along European rivers and its frequent dominance of riparian woodland.

    Each tree was excavated by hand to expose a minimum of half of the root system with complete exposure of the main axis. Smaller roots were then removed and larger protruding roots cut back to permit access to the main axis. The excavated structures were photographed from multiple angles for photogrammetric modelling; the structure and character of the exposed sediments around the tree's main axis were recorded; and wood samples were taken from the main aboveground stem(s), sections of the main buried axis, and major roots for dendrochronological analysis. Results from these field observations and laboratory dating of the wood samples were combined to describe the belowground morphology of each tree and to draw inferences concerning the impact of fluvial disturbances.

    Common features of these excavated structures included: (i) rooting depths to below the bar surface where the original tree established, with many young roots also existing at depth; (ii) translocation of the main buried axis in a downstream direction; (iii) a main buried axis comprised mainly of stems that have become buried and then generated new shoots, including multistem patches, and adventitious roots; (iv) the presence of steps and bends in the main buried axis associated with the generation of coarse lateral roots, that reflect the sedimentary structure of the surrounding aggraded bank sediments; and (v) grafting of roots within and between some sampled trees.

    Overall, the sampled trees possessed extremely complex three-dimensional buried wood structures that permeate bank sediments and tie the tree and aggraded bank sediments to basal gravels. These properties and the considerable amount of underground wood that is present have great significance for anchoring trees and giving uprooted trees and root wads a propensity to snag once they enter the fluvial system. Furthermore, the ability of this underground biomass to sprout suggests that uprooted and remaining components of root networks following tree uprooting may resprout, generating new vegetation canopies that can trap mobile wood. Overall, this underground wood offers many traits that may tighten wood budgets, and it is likely that other riparian Salicaceae species with similar traits may have similar wood budget impacts.

    Keywords

  • Populus nigra
  • Underground wood
  • Buried stems
  • Adventitious roots
  • Root system architecture
  • Structure-from-motion

  •  Table 1
    Table 1.
    Fig. 1.
    Fig. 2.
    Fig. 3.
    Fig. 4.
    Fig. 5.
     Table 2
    Table 2.
    Fig. 6.
    Fig. 7.
    Fig. 8.
    • ⁎ 
      Corresponding author.
    © 2016 Elsevier B.V. All rights reserved.

    For further details log on website :
    http://www.sciencedirect.com/science/article/pii/S0169555X16306869

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