Relation Between Static and Dynamic Modulus of Elasticity of Wood

Authors

  • Ferenc Divós Institute of Wood and Paper Technology, University of West Hungary, Sopron, Hungary
  • Toshinari Tanaka Forestry and Forest Products Research Institute, Tsukuba, Japan

DOI:

https://doi.org/10.37045/aslh-2005-0009

Keywords:

modulus of elasticity, static and dynamic determination, creep wood, rugalmassági modulusz, statikus és dinamikus meghatározás, kúszás, faanyag

Abstract

Static and dynamic modulus of elasticity (MOE) of spruce lumber were determined under different conditions like cross head speed, bending and longitudinal vibration, and mode numbers. The characteristic time of MOE determination is introduced. Characteristic time is defined as the typical MOE determination time. Shorter characteristic times are shown to result in higher MOE values. An order of magnitude change in characteristic time resulted in a 1.7% change in MOE. We found clear evidence that creep exists on a short time scale.

References

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Ferenc DIVÓS – Toshinari TANAKA: Relation Between Static and Dynamic Modulus of Elasticity of Wood

Published

2005-01-01

How to Cite

Divós, F., & Tanaka, T. (2005). Relation Between Static and Dynamic Modulus of Elasticity of Wood. Acta Silvatica & Lignaria Hungarica, 1(1), 105–110. https://doi.org/10.37045/aslh-2005-0009