Strength of wood versus rate of testing

Holz als Roh- und Werkstoff - Tập 65 - Trang 223-229 - 2006
Lauge Fuglsang Nielsen1
1Department of Civil Engineering, Technical University of Denmark, Lyngby, Denmark

Tóm tắt

Strength of wood is normally measured in ramp load experiments. Experience shows that strength increases with increasing rate of testing. This feature is considered theoretically in this paper. It is shown that the influence of testing rate is a phenomenon, which depends on the quality of the considered wood. Low quality wood shows lesser influence of testing rate. This observation agrees with the well-known statement made by Borg Madsen that weak wood subjected to a constant load, has a longer lifetime than strong wood. In general, the influence of testing rate on strength increases with increasing moisture content. This phenomenon applies irrespective of the considered wood quality such that the above-mentioned order of magnitude observations between low and high quality wood are kept.

Tài liệu tham khảo

Bach L (1975) Frequency-dependent fracture under pulsating loading. Build Mat Lab, Tech. Univ. Denmark, Tech. report 68, 1979, (presented at For Prod Res Soc Annual Meeting 1975, Portland, Oregon, USA) Hoffmeyer P (1990) Failure of wood as influenced by moisture and duration of load. Doctoral Dissertation. State University of New York, College of Environmental Science and Forestry Hoffmeyer P (2003) Strength under Long-Term Loading. In: Thelandersson S, Larsen HJ (eds) Timber Engineering. John Wiley & Sons, Ltd, New York Madsen B (1992) Structural Behavior of Timber, Timber Engineering Ltd., North Vancouver, BC, Canada Nielsen LF (1991) Lifetime, Residual Strength, and Quality of Wood and other viscoelastic materials. Holz Roh- Werkst 49:451–455 Nielsen LF (1992) DVM-analysis of wood (Damaged Viscoelastic Material). In: Madsen B (1992) Structural Behavior of Timber, Chapter 6. Timber Engineering Ltd., North Vancouver, BC, Canada Nielsen LF (2000) Lifetime and residual strength of wood subjected to static and variable load, Part I: Introduction and analysis, Part II: Applications and design. Holz Roh- Werkst 58:81–90,141–152 Nielsen LF (2005a) On the influence of moisture and load variations on the strength behavior of wood’, presented at the international conference on Probabilistic models in timber engineering – tests, models, applications held in Arcachon, France, 8.–9. September 2005, Proceedings, Association ARBORA, France Nielsen LF (2005b) Strength of wood versus rate of testing – a theoretical approach. Technical report R122, Department of Civil Engineering, Technical University of Denmark Spencer A (1979) Rate of loading effect in bending for Douglas-Fir Lumber. First International Conference on Wood Fracture, Banff, Alberta, August 1978, Proceedings, Forintek Canada Corp, Vancouver, Canada