journal article·2024-12Open access

The effect of crack orientation on the mode I fracture resistance of pinewood

Marek Romanowicz, Maciej Grygorczuk

International Journal of Fracture· Volume 248· Issue 1-3

Abstract

Abstract The fracture resistance of pinewood under mode I loading is investigated experimentally for different crack plane orientations and the crack propagation direction parallel to longitudinal cells. Experiments are conducted on double cantilever beams using a digital image correlation system to evaluate the crack tip opening displacement. The compliance based beam method is used to determine the energy release rate at various crack lengths. The decomposition of crack propagation into the pre-peak and post-peak propagations is proposed to find the fracture energy contributions from individual toughening mechanisms in pinewood. The cohesive strengths measured in the experiments are confirmed by comparison with the tensile strengths obtained from separate tests performed on pinewood. An analytical model for evaluating the fracture process zone is used to validate the experimental results. The difference between the fracture energy values in different crack propagation systems is explained by using X-ray microtomography images of the fracture surfaces.
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Research context

OpenAlex topics: Wood Treatment and Properties · Tree Root and Stability Studies · Transportation Safety and Impact Analysis

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References (28)

Show source-provided references
1. Bao G, Suo Z (1992) Remarks on crack-bridging concepts. Appl Mech Rev 45:355–36610.1115/1.3119764 ↗
2. Biswal S, Singh G (2023) Determination of fracture toughness and traction–separation relation in Mode I/II of a natural quasi-brittle orthotropic composite using multi-specimen approach. Eng Fract Mech 282:109163. https://doi.org/10.1016/j.engfracmech.2023.10916310.1016/j.engfracmech.2023.109163 ↗
3. Coureau JL, Morel S, Dourado N (2013) Cohesive zone model and quasibrittle failure of wood: a new light on the adapted specimen geometries for fracture tests. Eng Fract Mech 109:328–34010.1016/j.engfracmech.2013.02.025 ↗
4. de Moura MFSF, Morais JJL, Dourado N (2008) A new data reduction scheme for mode I wood fracture characterization using the double cantilever beam test. Eng Fract Mech 75:3852–386510.1016/j.engfracmech.2008.02.006 ↗
5. Dourado N, Morel S, de Moura MFSF, Valentin G, Morais J (2008) Comparison of fracture properties of two wood species through cohesive crack simulations. Composites Part A 39:415–42710.1016/j.compositesa.2007.08.025 ↗
6. Dourado N, de Moura MFSF, Morel S (2015) Wood fracture characterization under mode I loading using the three-point-bending test. Experimental investigation of Picea abies L. Int J Fract 194:1–910.1007/s10704-015-0029-y ↗
7. Frühmann K, Reiterer A, Tschegg EK, Stanzl-Tschegg SE (2002) Fracture characteristics of wood under mode I, mode II and mode III loading. Philos Mag A 82:3289–329810.1080/01418610208240441 ↗
8. Gómez-Royuela JL, Majano-Majano A, Lara-Bocanegra AJ, Xavier J, de Moura MFSF (2022) Evaluation of R-curves and cohesive law in mode I of European beech. Theoret Appl Fract Mech 118:103220. https://doi.org/10.1016/j.tafmec.2021.10322010.1016/j.tafmec.2021.103220 ↗
9. Górska M, Roszyk E (2019) Wood structure of Scots pine (Pinus sylvestris L.) growing on flotation tailings. Folia Forestalia Polonica Ser A - Forestry 61:112–12210.2478/ffp-2019-0011 ↗
10. Harper PW, Hallett SR (2008) Cohesive zone length in numerical simulations of composite delamination. Eng Fract Mech 75:4774–479210.1016/j.engfracmech.2008.06.004 ↗
11. Morel S, Dourado N, Valentin G, Morais J (2005) Wood: a quasibrittle material. R-curve behavior and peak load evaluation. Int J Fract 131:385–40010.1007/s10704-004-7513-0 ↗
12. Morel S, Lespine C, Coureau JL, Planas J, Dourado N (2010) Bilinear softening parameters and equivalent LEFM R-curve in quasibrittle failure. Int J Solids Struct 47:837–85010.1016/j.ijsolstr.2009.11.022 ↗
13. Reiterer A, Sinn G, Stanzl-Tschegg SE (2002) Fracture characteristics of different wood species under mode I loading perpendicular to the grain. Mater Sci Eng A 332:29–3610.1016/S0921-5093(01)01721-X ↗
14. Romanowicz M (2022) Numerical assessment of the apparent fracture process zone length in wood under mode I condition using cohesive elements. Theoret Appl Fract Mech 118:103229. https://doi.org/10.1016/j.tafmec.2021.10322910.1016/j.tafmec.2021.103229 ↗
15. Smith I, Vasic S (2003) Fracture behaviour of softwood. Mech Mater 35:803–81510.1016/S0167-6636(02)00208-9 ↗
16. Sorensen B, Jacobsen T (1998) Large-scale bridging in composites: R-curves and bridging laws. Composites Part A 29:1443–145110.1016/S1359-835X(98)00025-6 ↗
17. Stanzl-Tschegg SE (2006) Microstructure and fracture mechanical response of wood. Int J Fract 139:495–50810.1007/s10704-006-0052-0 ↗
18. Suo Z, Bao G, Fan B (1992) Delamination R-curve phenomena due to damage. J Mech Phys Solids 40:1–1610.1016/0022-5096(92)90198-B ↗
19. Szekrényes A, Uj J (2005) Advanced beam model for fiber-bridging in unidirectional composite double-cantilever beam specimens. Eng Fract Mech 72:2686–270210.1016/j.engfracmech.2005.05.001 ↗
20. Vasic S, Smith I (2002) Bridging crack model for fracture of spruce. Eng Fract Mech 69:745–76010.1016/S0013-7944(01)00091-1 ↗
21. Wilczyński A, Gogolin M (1990) Badanie właściwości sprężystych drewna sosny, buka i dębu. Studia Techniczne 15:89–123 (in Polish)
22. Williams JG (1989) End correction for orthotropic DCB specimens. Compos Sci Technol 35:367–37610.1016/0266-3538(89)90058-4 ↗
23. Wilson E, Mohammadi M, Nairn J (2013) Crack propagation fracture toughness of several wood species. Adv Civ Eng Mater 2:316–327. https://doi.org/10.1520/ACEM2012004510.1520/ACEM20120045 ↗
24. Xavier J, Oliveira M, Monteiro P, Morais JJL, de Moura MFSF (2014) Direct evaluation of cohesive law in mode I of Pinus pinaster by digital image correlation. Exp Mech 54:829–840
25. Xie J, Waas AM, Rassaian M (2016) Estimating the process zone length of fracture tests used in characterizing composites. Int J Solids Struct 100:111–12610.1016/j.ijsolstr.2016.07.018 ↗
26. Yang Q, Cox B (2005) Cohesive models for damage evolution in laminated composites. Int J Fract 133:107–13710.1007/s10704-005-4729-6 ↗
27. Yoshihara H, Kawamura T (2006) Mode I fracture toughness estimation of wood by DCB test. Composites Part A 37:2105–211310.1016/j.compositesa.2005.12.001 ↗
28. Yu Y, Xin R, Zeng W, Liu W (2021) Fracture resistance curves of wood in the longitudinal direction using digital image correlation technique. Theoret Appl Fract Mech 114:102997. https://doi.org/10.1016/j.tafmec.2021.10299710.1016/j.tafmec.2021.102997 ↗