Property relationships used in en 338 strength grades of Norway spruce structural timber

Publikation: Beitrag in Buch/Konferenzbericht/Sammelband/GutachtenBeitrag in KonferenzbandBeigetragenBegutachtung

Beitragende

  • René Steiger - , Swiss Federal Laboratories for Materials Science and Technology (Empa) (Autor:in)
  • Martin Arnold - , Swiss Federal Laboratories for Materials Science and Technology (Empa) (Autor:in)
  • Robert Jockwer - , Swiss Federal Laboratories for Materials Science and Technology (Empa), ETH Zurich (Autor:in)

Abstract

For structural use solid timber has to be strength graded. In order to stay economic, the grading process usually focuses on the most important physical and mechanical properties: density, bending strength (MOR) and modulus of elasticity (MOE). Grading standards also state how fürther mechanical properties can be derived from these basic property values by empirical relationships. The aim of this study was to review some of these property relationships as a contribution to a fürther development of strength class systems and grading standards. Based on mechanical tests of Norway spruce structural timber with different cross-sections, the following topics were evaluated with respect to the European strength class system (EN 338): a) simultaneous matching of basic values, characteristic values of density, MOR and mean MOE parallel to the grain, b) relationship of characteristic values of tension and compression strength parallel to the grain with respect to the corresponding characteristic value of MOR, c) ratio of 5th- percentiles and mean value of density and MOE, and d) ratio of MOE in bending, compression and tension. With regard to machine strength grading, the correlation of (flexural) MOE and MOR as well as the potential of dynamic MOE derived from bulk density and ultrasonic wave speed as an indicating property for strength were evaluated. Over all the test results confirmed the property relationships and strength class profiles regarding MOR, tension strength, compression strength, density and MOE given in EN 338.

Details

OriginalspracheEnglisch
Titel11th World Conference on Timber Engineering 2010, WCTE 2010
Seiten1589-1594
Seitenumfang6
PublikationsstatusVeröffentlicht - 2010
Peer-Review-StatusJa
Extern publiziertJa

Publikationsreihe

Reihe11th World Conference on Timber Engineering 2010, WCTE 2010
Band2

Konferenz

Titel11th World Conference on Timber Engineering 2010, WCTE 2010
Dauer20 - 24 Juni 2010
StadtTrentino
LandItalien

Externe IDs

ORCID /0000-0003-0767-684X/work/168208037

Schlagworte

ASJC Scopus Sachgebiete

Schlagwörter

  • Characteristic values, Dynamic MOE, EN 338, Property relationships, Strength grading, Ultrasound