Experimental and numerical analyses of single double shear dowel-type timber joints

11th World Conference on Timber Engineering 2010, WCTE 2010

Volumn 1, Issue , 2010, Pages 476-481

  Oudjene, Marc ^a   Khelifa, Mourad ^a  

^a UNIVERSITÉ DE LORRAINE   (France)

Author keywords

Anisotropic plasticity; Brittle failure; Dowel timber joints; EC5; F.E. modelling; Hardening; Orthotropic elasticity

Indexed keywords

ANISOTROPIC PLASTICITY; BRITTLE FAILURES; EC5; ORTHOTROPIC ELASTICITY; TIMBER JOINTS;

ABAQUS; ELASTICITY; FINITE ELEMENT METHOD; HARDENING;

TIMBER;

EID: 84870620015     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (19)

1. Oudjene M., and Khelifa M.: Finite element modelling of wooden structures at large deformations and brittle failure prediction. Materials & Design 30 (10): 4081-4087, 2009.
2. Oudjene M., and Khelifa M.: Elasto-plastic constitutive law for wood behaviour under compressive loadings. Construction & Building Materials 23 (11): 3359-3366, 2009.
3. Oudjene M., Khelifa M., Segovia C, and Pizzi A.: Application of Numerical Modelling to Dowel-Welded Wood Joints. Journal of Adhesion Science and Technology (24): 359-370, 2010.
4. Cristóvão L., Santos, Abílio M.P. De Jesus, José J.L. Morais, José L.P.C. Lousada.: Quasi-static mechanical behaviour of a double-shear single dowel wood connection. Construction and Building Materials 23: 171-182, 2009.
5. Kharouf, N., McClure, G., Smith, I.: Elasto-plastic modelling of wood bolted connections. Computers & Structures 81:747-754, 2003.
6. Patton-Mallory Marcia, Cramer Steven M., Smith Frederick W., and Pellicane Patrick J.: Nonlinear Material Models For Analysis Of Bolted Wood Connections. J. of Structural Engineering 1063-1070,1997.
7. Dias, A.M.P.G., Van de Kuilen, J.W., Lopes, S., Cruz, H.: a non-linear 3D FEM model to simulate timber-concrete joints. Advanced in engineering Software 38: 522-530, 2007.
8. Moses, D.M., Prion, H.G.L.: Stress and failure analysis of wood composites: a new model. Composites: Part B. 35: 251-261, 2004.
9. Guan, Z.W., Zhu, E.C.: Finite element modelling of anisotropic elasto-plastic timber composite beams with openings. Engineering Structures 31: 394-403, 2009.
10. Guan, Z.W., Kitamori, A., Komatsu, K.: Experimental study and finite element modelling of Japanese "Nuki" joints-Part two: Racking resistance subjected to different wedge configurations. Engineering Structures 30: 2041-2049, 2008.
11. Schmidt, J., and Kaliske, M.: Models for numerical failure analysis of wooden structures. Engineering Structures 31: 571-579, 2009.
12. Eckart Resch, Michael Kaliske: Three-dimensional, numerical analyses of load-bearing behavior and failure of multiple double-shear dowel-type connections in timber engineering. Computers & Structures 88 (3-4): 165-177, 2010.
13. B.H. Xu, A. Bouchai'r, M. Taazount, E.J. Vega: Numerical and experimental analyses of multiple-dowel steel-to-timber joints in tension perpendicular to grain. Engineering Structures 31(10): 2357-2367, 2009.
14. B.H. Xu, M. Taazount, A. Bouchaïr, P. Racher: Numerical 3D finite element modelling and experimental tests for dowel-type timber joints. Construction and Building Materials 23(9):3043-3052,2009.
15. Jorge M. Branco, Paulo J.S. Cruz, Maurizio Piazza,: Experimental analysis of laterally loaded nailed timber-to-concrete connections. Construction and Building Materials 23: 400-410, 2009.
16. EN 26891:1991. Timber structures - Joints made with mechanical fasteners - general principles for the determination of strength and deformation characteristics. ISO 6891-1993 (E).
17. Hill, R., A theory of yielding and plastic flow of anisotropic metals. Royal Soc, London Proc. P. 281, 1948.
18. Chaboche, J-L.: Le concept de contrainte effective appliqué à l'élasticité et à la viscoplasticité en présence d'un endommagement anisotrope. In Boehler, J-P., Editor, Colloque EuroMech 115: 737-760, Grenoble 1979.
19. Lemaitre, J., A course on damage mechanics, Springer Verlag, 1996.