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Fracture resistance to the crack propagation in wood

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Abstract

In this paper the crack-growth resistance of wood is discussed on the basis of an energy consideration. The ‘KC-constant load-displacement curve’ method has been used to obtain the crack-growth resistance curves for two different orientations of mode I fracture. These fracture resistance curves give a more relevant and exact result on the crack propagation in wood than LEFM's parameters like KIC.

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References

  1. E.K. Tschegg, New Equipments for Fracture Tests in Concrete, Mat. Prüf. 33 (1991) 338–342.

    Google Scholar 

  2. M. Sakai and M. Inagaki, Dimensionless Load-Displacement Relation and Its Application to Crack Propagation Problems, Journal of the American Ceramic Society 72(3) (1989).

  3. M. Sakai, K. Urashima and M. Inagaki, Energy principle of elastic-plastic fracture and its application to the fracture mechanics of a polycrystalline graphites. Journal of the American Ceramic Society 66(12) (1983).

  4. M. Sakai and R.C. Bradt, Graphical Methods for Determining the Non-linear Fracture Parameters of Silica and Graphite Refractory Composites, Fracture Mechanics of Ceramics, Plenum Press (1989).

  5. E.K. Tschegg, Equipment and Appropriate Specimen Shape for Tests to Measure Fracture Values (in German), Patent AT-390328 (1986).

  6. S.E. Stanzl-Tschegg, D.M. Tan and E.K. Tschegg, New Splitting Method for Wood Fracture Characterization, Wood Science and Technology 4/5 (1995).

    Google Scholar 

  7. D.M. Tan, E.K. Tschegg and S.E. Stanzl-Tschegg, Fracture Mechanical Characterization of Asphalt Aggregate Mixtures at Different Temperatures, Proceedings Localized Damage III, Computer-Aided Assessment and Control, M.H. Alisbadi et al. (eds.) CPM, Southampton (1994) 2177–224.

    Google Scholar 

  8. D.-M. Tan, K.H. Rieder, E.K. Tschegg and H. Harmuth, R.-Kurven feuerfester grobkeramischer Werkstoffe ermittelt aus Meßergebnissen von einer neuen Keilspaltprüfmethode, Fortschrittsberichte der Deutschen Keramischen Gesellschaft (1994) submitted.

  9. E.K. Tschegg and S.E. Stanzl, Adhesive Power Measurements of Bonds between Old and New Concrete, Journal of Material Science 26 (1991) 5189–5194.

    Article  Google Scholar 

  10. E.K. Tschegg and S.E. Stanzl, Adhesive Power of Bonded Brittle Disordered Materials, Fracture Processes in Concrete, Rock and Ceramics, J.G.M.van Mier, J.G. Rots and A. Bakker (eds), RILEM, E&F.N., London, Vol. II (1991) 809–818.

    Google Scholar 

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Stanzl-Tschegg, S.E., Tan, D.M. & Tschegg, E.K. Fracture resistance to the crack propagation in wood. Int J Fract 75, 347–356 (1996). https://doi.org/10.1007/BF00019614

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  • DOI: https://doi.org/10.1007/BF00019614

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