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A comparison of static bending, compression and tension parallel to grain and toughness properties of compression wood and normal wood of a giant sequoia

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Summary

Compression wood (CW) of the giant sequoia studied had higher values than normal wood (NW) in crushing strength and ultimate stress in tension parallel to grain, in toughness, in modulus of rupture, and in work to maximum load and total work in static bending. In the green condition CW had higher values than NW in stress at the proportional limit and work to the proportional limit, and about the same modulus of elasticity in static bending. In the dry condition CW was about equivalent to NW in work to the proportional limit, but was slightly weaker in stress at proportional limit and modulus of elasticity in static bending. The compression wood of this giant sequoia, even though formed when the tree was suppressed and having relatively narrow rings, can therefore be said to be essentially equivalent to normal wood so far as the mechanical properties tested in this study are concerned.

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References

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Authors and Affiliations

  1. Forest Products Laboratory, University of California, Richmond, Cal.

    R. A. Cockrell (Professor of Forestry (Wood Science) & R. M. Knudson (Wood Technologist)

Authors
  1. R. A. Cockrell
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  2. R. M. Knudson
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Given at FPRS meeting in Dallas, Texas, June 1972

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Cockrell, R.A., Knudson, R.M. A comparison of static bending, compression and tension parallel to grain and toughness properties of compression wood and normal wood of a giant sequoia. Wood Science and Technology 7, 241–250 (1973). https://doi.org/10.1007/BF00351069

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  • DOI: https://doi.org/10.1007/BF00351069

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