Home Efficiency of visual strength grading of timber with respect to origin, species, cross section, and grading rules: a critical evaluation of the common standards
Article
Licensed
Unlicensed Requires Authentication

Efficiency of visual strength grading of timber with respect to origin, species, cross section, and grading rules: a critical evaluation of the common standards

  • Peter Stapel EMAIL logo and Jan-Willem G. van de Kuilen
Published/Copyright: August 7, 2013
Become an author with De Gruyter Brill

Abstract

Strength grading is essential for the efficient use of structural timber. Although international standards exist for machine strength grading, visual grading is still regulated based on national rules, which are expected to allow safe and economic grading results. Although there are large differences in the graded output because the species, the cross section, and the origin of the timber influence the results, some of these standards are considered to be applicable universally. The present article demonstrates how the chosen standards influence the grading results. Depending on the parameters, the yields or the mechanical properties are low compared with the declared values. The results also show the efficiency and applicability of different national standards for strength grading of timber from various origins. Furthermore, it is recommended to reconsider the existing limits for source areas and cross sections given in the standard EN 1912.


Corresponding author: Peter Stapel, Technical University of Munich, Winzererstrasse 45, 80797 München, Germany, Phone: +49 89 2180 6420, e-mail:

We like to thank Olaf Strehl and Andreas Gossler of HFM for programming the grading rule routines into the database and our student assistants for measuring tens of thousands of knots.

References

Almazán, A.F.J., Prieto, H.E., Martitegui, A.F., Richter, C. (2008) Comparison of the Spanish visual strength grading standard for structural sawn timber (UNE 56544) with the German one (DIN4074) for Scots pine (Pinus sylvestris L.) from Germany. Holz. Roh. Werkst. 66:253–258.10.1007/s00107-008-0241-9Search in Google Scholar

Barrett, J.D., Lam, F., Lau, W. (1992) Size effects in visually graded softwood structural lumber. CIB W 18 Paper 25-6-5. Åhus, Sweden. Available at: cib-w18.com. Accessed on March 1, 2013.Search in Google Scholar

BS 4978 2007+A1. (2011) Visual Strength Grading of Softwood. BSI, London.Search in Google Scholar

DIN 4074-1:2012-06. (2012) Sortierung von Holz nach der Tragfähigkeit, Nadelschnittholz. DIN, Berlin.Search in Google Scholar

DS/INSTA 142. (2009) (E) Nordic Visual Strength Grading Rules for Timber. Dansk Standard, Charlottenlund.Search in Google Scholar

EN 1310. (1997) Round and Sawn Timber – Method of Measurement of Features. CEN European Committee for Standardization, Brussels.Search in Google Scholar

EN 338. (2010) Structural Timber – Strength Classes. CEN European Committee for Standardization, Brussels.Search in Google Scholar

EN 384. (2010) Structural Timber – Determination of Characteristic Values of Mechanical Properties and Density. CEN European Committee for Standardization, Brussels.Search in Google Scholar

EN 408. (2010) Timber Structures – Structural Timber and Glued Laminated Timber – Determination of Some Physical and Mechanical Properties. CEN European Committee for Standardization, Brussels.Search in Google Scholar

EN 1912. (2012) Structural Timber – Strength Classes – Assignment of Visual Grades and Species. CEN European Committee for Standardization, Brussels.Search in Google Scholar

Fewell, A. (1984) The determination of softwood strength properties for grades, strength classes and laminated timber for BS 5268: Part 2. CIB W 18 Paper 17-6-2. Rapperswil, Switzerland. Available at: cib-w18.com. Accessed on March 1, 2013.Search in Google Scholar

Johansson, C.J., Brundin, J., Gruber, R. (1992) Stress grading of Swedish and German timber. A comparison of machine stress grading and three visual grading systems. Building Technology. SP Report 23:94. Swedish National Testing and Research Institute, Borås, Sweden.Search in Google Scholar

NF B 52-001:2011 Règles d’utilisation du bois dans les constructions; Classement visuel pour employ en structure pour les principales essences résineuses et feuillues. AFNOR, Saint-Denis.Search in Google Scholar

Ranta-Maunus, A., Denzler, J.K., Stapel, P. (2011) Strength of European timber. Part 2. Properties of spruce and pine tested in Gradewood project. VTT Technical Research Centre of Finland, Espoo, Finland.Search in Google Scholar

Riberholt, H. (2008) European spruce – Picea abies – graded by Chinese visual rules. Technical University of Denmark, Department of Civil Engineering, Lyngby, Denmark. BYG Rapport.Search in Google Scholar

Stapel, P., v.d. Kuilen, J.W., Rais, A. (2010) Influence of origin and grading principles on the engineering properties of european timber. CIB W 18 Paper 43-5-2. Nelson, New Zealand. Available at: cib-w18.com. Accessed on March 1, 2013.Search in Google Scholar

SIA 265/1:2009 Holzbau – Ergänzende Festlegungen. SIA, Zürich.Search in Google Scholar

Uzielli, L. (1986) Stress-grading by ECE standards of Italian-grown Douglas-fir dimension lumber from young thinnings. CIB W 18 Paper 19-5-1. Florence, Italy. Available at: cib-w18.com. Accessed on March 1, 2013.Search in Google Scholar

Received: 2013-3-15
Accepted: 2013-7-12
Published Online: 2013-08-07
Published in Print: 2014-02-01

©2014 by Walter de Gruyter Berlin Boston

Articles in the same Issue

  1. Masthead
  2. Masthead
  3. Review
  4. Mode of action of brown rot decay resistance in modified wood: a review
  5. Original Articles
  6. Photoyellowing of chemically modified chemithermomechanical pulps (CTMP) from Eucalyptus globulus under various atmospheres
  7. Selective purification of bleached spruce TMP process water by induced air flotation (IAF)
  8. Evaluation of the effects of compression combined with heat treatment by nanoindentation (NI) of poplar cell walls
  9. Measured temperature and moisture profiles during thermal modification of beech (Fagus sylvatica L.) and spruce (Picea abies L. Karst.) wood
  10. Modeling the influence of thermal modification on the electrical conductivity of wood
  11. Spruce fiber properties after high-temperature thermomechanical pulping (HT-TMP)
  12. Efficiency of visual strength grading of timber with respect to origin, species, cross section, and grading rules: a critical evaluation of the common standards
  13. Synthesis of alcohol-soluble phenol-formaldehyde resins from pyrolysis oil of Cunninghamia lanceolata wood and properties of molding plates made of resin-impregnated materials
  14. Enzymatic strategies to improve removal of hexenuronic acids and lignin from cellulosic fibers
  15. Phylogenetic analysis of major molds inhabiting woods. Part 4. Genus Alternaria
  16. Short Notes
  17. Comparison of hydrogenolysis with thioacidolysis for lignin structural analysis
  18. Detection of complex vascular system in bamboo node by X-ray μCT imaging technique
  19. Obituary
  20. Professor Gösta Brunow (1936–2013)
  21. Meetings
  22. Meetings
Downloaded on 2.12.2025 from https://www.degruyterbrill.com/document/doi/10.1515/hf-2013-0042/html
Scroll to top button