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Modelling the mechanical stresses in adhesive joints of wood bondings. Wood bondings have been used in timber construction and many other applications for a long time. Using layered arrangements, the homogenisation of the anisotropic physical and mechanical properties of solid wood reduce the influence of moisture and improve the mechanical behaviour of structural elements. However, new weak points can be created and effects such as debonding and delamination can occur. These failure characteristics depend on mechanical and hygroscopic loading as well as the composition of the structural components. Hence, delamination can be reduced by adjusting the properties of the appropriate adherend or by changing the structural assembly of the specific elements. Using finite element analysis, the influence of the adherend properties during the testing procedure and an example of cross-laminated wood panels on the adhesive load are investigated. The results show significant differences in the glue line stress distribution for varied growth ring angle, longitudinal Young’s modulus, diffusion as well as swelling and shrinkage properties.
Rocznik
Tom
Strony
60--75
Opis fizyczny
Bibliogr. 28 poz.
Twórcy
autor
- ETH Zürich, Institute for Building Materials, Wood Physics Group, Schafmattstrasse 6, 8093 Zurich, Switzerland
autor
- ETH Zürich, Institute for Building Materials, Wood Physics Group, Schafmattstrasse 6, 8093 Zurich, Switzerland
Bibliografia
- 1.BECKER, P. ( 2002): Modellierung des zeit- und feuchteabhängigen Materialverhaltens zur Untersuchung des Langzeitverhaltens von Druckstäben aus Holz, Bauhaus-Universität Weimar
- 2.BLUMER, S., NIEMZ, P., SERRANO, E., GUSTAFSSON, P.J. (2009): Moisture induced stresses and deformations in parquet floors an experimental and numerical study. Wood Research. 54(1):89-101
- 3.DIN EN 302 (1992): Klebstoffe für tragende Holzbauteile - Prüfverfahren, Deutsches Institut für Normung e. V
- 4.FONTINO, S., MIRIANON, F., TORATTI, T. (2009): A 3D moisture-stress FEM analysis for time dependent problems in timber structures. Mechanics of Time Dependant Materials. 13:333-356
- 5.GEREKE; T. (2009): Moisture-induced stresses in cross-laminated wood panels, Swiss Federal Institute of Technology
- 6.GEREKE, T., HASS, P., Niemz, P. (2010) Moisture-induced stresses and distortions in spruce cross-laminates and composite laminates. Holzforschung. 64:127-133
- 7.GRIMSEL, M. (1999): Mechanisches Verhalten von Holz, TU Dresden
- 8.HANHIJÄRVI, A. (1995): Modelling of creep deformation mechanisms in wood, Helsinki University of Technology
- 9.HANHIJÄRVI, A., MACKANZIE-HELNWEIN, P. (2003) Computational Analysis of Quality Reduction during Drying of Lumber due to Irrecoverable Deformation. I: Orthotropic Viscoelastic-Mechanosorptive-Plastic Material Model for the Transverse Plane of Wood. Journal of Engineering Mechanics. 129:9:996-1004
- 10.HERING, S. (2011): Charakterisierung und Modellierung der Materialeigenschaften von Rotbuchenholz zur Simulation von Holzverklebungen.PhD thesis, ETH Zurich
- 11.HERING,S., KEUNECKE,D, NIEMZ, P.: (2011) Moisture- dependent orthotropic elasticity of beech wood. Wood Science and Technology, online first
- 12.HERING,S., NIEMZ, P. (2011): Moisture-dependent, pure viscoelastic creep of European beech wood in longitudinal direction. European Journal of Wood and Wood Products,on line first
- 13.HERING,S., NIEMZ, P. (2011): Modelling the mechanical stresses in adhesive joints of wood bondings considering the mechanical and moisture behaviour of the adherend. International Conference on Structural Health Assessment of Timber Structures, SHATIS’11 June 16-17, Lissabon, Portugal
- 14.KEUNECKE, D., HERING, S., NIEMZ, P. (2008): Three-dimensional elastic behaviour of common yew and Norway spruce. Wood Science and Technology. 42:633-647
- 15.KOCH, S. (1996) Elastisches Kleben im Fahrzeugbau - Beanspruchungen und Eigenschaften, Technische Universität München
- 16.KONNERTH, J., GINDL, W., MÜLLER, U. (2006): Elastic Properties of Adhesive Polymers. I. Polymer Films By Means of Electronic Speckle Pattern Interferometry. Journal of Applied Polymer Science. 103 (6):3936-3939
- 17.MACKENZIE-HELNWEIN, P. , HAHIJÄRVI, A. (2003): Computational Analysis of Quality Reduction during Drying of Lumber due to Irrecoverable Deformation. II: Algorithmic Aspects and Practical Application. Journal of Engineering Mechanics. 129:9:1006-1016
- 18.OMARSSON, S. (1995): A finite element study of the shape stability of sawn timber subjected to moisture variations, Lund University
- 19.OMARSSON, S., DAHLBLOHM, O., PETERSSON, H. (1998): A numerical study of the shape stability of sawn timber subjected to moisture variation - Part 1: Theory. Wood Science and Technology. 32:325-334
- 20.RESCH, E., KALISKE, M. (2010): Three-dimensional numerical analyses of load-bearing behavior and failure of multiple double-shear dowel-type connections in timber engineering. Computers and Structures. 88:165-177
- 21.SANTOJA, K., LEINO, T., RANTA-MAUNUS, A., HANHIJÄRVI, A. (1991) :Mechano-sorptive structural analysis of wood by the ABAQUS finite element program, Technical Research Centre of Finland
- 22.SCHMIDT, J., KALISKE, M. (2006): Zur dreidimensionalen Materialmodellierung von Fichtenholz mittels eines Mehrflächen-Plastizitätsmodells. Holz als Roh- und Werkstoff. 64:393-402
- 23.SERRANO, E. (1997) Finger-Joints for laminated beams, Lund Institut of Technology
- 24.SERRANO, E. (2000) Adhesive joints in timber engineering - Modelling and testing of fracture properties, Lund University
- 25.SERRANO, E. (2001): Glued-in rods for timber structures - a 3D model and finite element parameter studies. International Journal of Adhesion & Adhesives. 21:115-127
- 26.SEDERSRTRÖM, O., SALIN, J.-G. (1993): On Determination of Surface Emission Factors in Wood Drying. Holzforschung. 47:391-397
- 27.WEBER, T. (2006): Rechnerische und experimentelle Untersuchung zum Verformungs-/Spannungsverhalten zweischichtiger Klebverbindungen. Interner Bericht, ETH Zürich
- 28.ZINK, A.G. (1995) : Finite Element Modeling of Double Lap Wood Joints. Journal of Adhesion. 56:217-228
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-4054ad28-1157-416c-b35f-118c84e5ea77
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