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The plywood is considered as a layered cross-ply unidirectional fibre reinforced composite. The experimental Compact Tension (CT) tests carried out in different directions of plywood fibre orientation show that the characteristics of damages are fibre bundle rupture, matrix cracking along the fibres, and delamination at the ply interlayers of glue. The plywood CT specimens are modelled by continuum shell and cohesive finite elements with damage evolution in material models. The Finite Element (FE) model simulates the experimental behaviour of plywood samples very well and allows deep investigation of the different types of damage development and interaction. The FE model of plywood is useful for its lay-up optimization and for development of very efficient in large-scale simulations computational models of plywood.
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Tom
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79--94
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Bibliogr. 10 poz., rys., tab.
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autor
autor
autor
- Lublin University of Technology, Faculty of Civil and Sanitary Engineering, Department of Solid Mechanics; Nadbystrzycka 40, 20-618 Lublin, Poland, sadowski@akropolis.pol.lublin.pl
Bibliografia
- [1] Richard N., Yasumura M., Davenne L., Prediction of seismic behaviour of wood framed shear walls with openings by pseudodynamic test and FE model, The Japan Wood Res. Soc. 49 (2003): 145-151.
- [2] Yasumura M., Yasui S., Pseudodynamic tests and earthquake response analysis of timber structures I: plywood sheathed conventional wooden walls with shear openings, J. Wood Sci. 52 (2006): 63-68.
- [3] Yasumura M., Kamada T., Imura Y., Uesugi M., Daudeville L., Pseudodynamic tests and earthquake response analysis of timber structures II: two-level conventional wooden structures with plywood sheathed shear walls, J. Wood Sci. 52 (2006) 69-74.
- [4] Wittel F.K., Dill-Langer G., Kröplin B-H., Modeling of damage evolution in soft-wood perpendicular to grain by means of a discrete element approach, Comput. Mater. Sci. 32 (2005) 594-603.
- [5] ABAQUS Version 6.6 Documentation, ABAQUS Inc., Providence, RI 02909-2499.
- [6] Hashin Z., Rotem A., A fatigue criterion for fiber-reinforced materials, J. Comp. Mater. 7 (1973): 448-464.
- [7] Dill-Langer G., Hidalgo R.C., Kun F., Moreno Y., Aicher S., Herrmann H.J., Size dependency of tension strength in natural fiber composites, Physica A 325 (2003): 547-560.
- [8] Landis E.N., Vasic S., Davids W.G., Parrod P., Coupled experiments and simulations of microstructural damage in wood, Exper. Mech. 42(4) (2002): 389-394.
- [9] Reiterer A., Sinn G., Stanzl-Tschegg S.E., Fracture characteristics of different wood species under mode I loading perpendicular to the grain, Mater. Sci. and Engnrg A 332 (2002): 29-36.
- [10] Uysal B., Bonding strength and dimensional stability of laminated veneer lumbers manufactured by using different adhesives after the steam test, Int. J. of Adhn & Adhsvs 25 (2005): 395-403.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPL6-0014-0064