Finite element modelling of wooden structures at large deformations and brittle failure prediction
暂无分享,去创建一个
[1] Herbert A. Mang,et al. Analysis of layered wooden shells using an orthotropic elasto-plastic model for multi-axial loading of clear spruce wood , 2005 .
[2] Stefanie E. Stanzl-Tschegg,et al. Compressive behaviour of softwood under uniaxial loading at different orientations to the grain , 2001 .
[3] Georges Cailletaud,et al. Integration methods for complex plastic constitutive equations , 1996 .
[4] Michael F. Ashby,et al. Deformation and energy absorption diagrams for cellular solids , 1984 .
[5] Zhongwei Guan,et al. FE modelling of OSB webbed timber I-beams with openings , 2002 .
[6] J. Lemaître. A CONTINUOUS DAMAGE MECHANICS MODEL FOR DUCTILE FRACTURE , 1985 .
[7] C. Shih,et al. Kink band initiation and band broadening in clear wood under compressive loading , 1997 .
[8] G. Dhatt,et al. Modélisation des structures par éléments finis , 1990 .
[9] Laurent Daudeville,et al. Fracture of multiply-bolted joints under lateral force perpendicular to wood grain , 2000, Journal of Wood Science.
[10] Zhongwei Guan,et al. Finite element modelling of anisotropic elasto-plastic timber composite beams with openings , 2009 .
[11] H. A. Mang,et al. A multi-surface plasticity model for clear wood and its application to the finite element analysis of structural details , 2003 .
[12] K. Saanouni. On the numerical prediction of the ductile fracture in metal forming , 2008 .
[13] Ian Smith,et al. Fracture behaviour of softwood , 2003 .
[14] Amar Khennane,et al. Fracture in sheet metal forming: Effect of ductile damage evolution , 2007 .
[15] M. Khelifa,et al. Numerical damage prediction in deep-drawing of sheet metals , 2008 .
[16] J. Lemaitre,et al. Mécanique des matériaux solides , 1996 .
[17] Ghyslaine McClure,et al. Elasto-plastic modeling of wood bolted connections , 2003 .
[18] M. Bariska,et al. On the fracture morphology in wood , 1985, Wood Science and Technology.
[19] A. Bouchair,et al. An application of the Tsaï criterion as a plastic flow law for timber bolted joint modelling , 1995, Wood Science and Technology.
[20] Raju Sethuraman,et al. A continuum damage mechanics model for ductile fracture , 2000 .
[21] H. Cruz,et al. A non-linear 3D FEM model to simulate timber-concrete joints , 2007, Adv. Eng. Softw..
[22] L. Daudeville,et al. Fracture in spruce: experiment and numerical analysis by linear and non linear fracture mechanics , 1999, Holz als Roh- und Werkstoff.
[23] Akihisa Kitamori,et al. Experimental study and finite element modelling of Japanese "Nuki" joints — Part two: Racking resistance subjected to different wedge configurations , 2008 .
[24] D. M. Moses,et al. Stress and failure analysis of wood composites: a new model , 2004 .
[25] Stephen W. Tsai,et al. A General Theory of Strength for Anisotropic Materials , 1971 .
[26] Michael Kaliske,et al. Models for numerical failure analysis of wooden structures , 2009 .
[27] Jean Lemaitre,et al. A Course on Damage Mechanics , 1992 .
[28] M. Bariska,et al. On the fracture morphology in wood , 1982, Wood Science and Technology.
[29] T.A.C.M. van der Put,et al. A new fracture mechanics theory for orthotropic materials like wood , 2007 .
[30] J. Chaboche,et al. Le Concept de Contrainte Effective Appliqué à l’Élasticité et à la Viscoplasticité en Présence d’un Endommagement Anisotrope , 1982 .
[31] Pj Pellicane,et al. Nonlinear material models for analysis of bolted wood connections , 1997 .
[32] L. Daudeville,et al. Prediction of the load carrying capacity of bolted timber joints , 1999, Wood Science and Technology.