Three-dimensional nonlinear finite element model for single and multiple dowel-type wood connections
暂无分享,去创建一个
[1] J. M. Dinwoodie,et al. Timber, its nature and behaviour , 1981 .
[2] Dale W. Wilson,et al. Elasto-Plastic Failure Analysis of Composite Bolted Joints , 1986 .
[3] P D Rodd,et al. A three-dimensional finite element model for locally reinforced timber joints made with hollow dowel fasteners , 2000 .
[4] Jin Wu,et al. Three-dimensional nonlinear orthotropic finite element material model for wood , 2000 .
[5] Borg Madsen,et al. Behaviour of Timber Connections , 2000 .
[6] P D Rodd,et al. High‐performance dowel‐type joints for timber structures , 2003 .
[7] Lawrence A. Soltis,et al. Bearing Strength of Bolted Timber Joints , 1986 .
[8] Dong-Sheng Jeng,et al. Finite element modeling for the mechanical behavior of dowel-type timber joints , 2003 .
[9] T. J. Urbanik,et al. Bilinear modelling of cellulosic orthotropic nonlinear materials , 2003 .
[10] Thomas E. McLain,et al. Bolted Wood‐Joint Yield Model , 1983 .
[11] R. Hill. The mathematical theory of plasticity , 1950 .
[12] C. Shih,et al. Further Developments in Anisotropic Plasticity , 1978 .
[13] M. A. Erki. Modelling the load–slip behaviour of timber joints with mechanical fasteners , 1991 .
[14] Ricardo O. Foschi,et al. Load-slip characteristics for connections with common nails , 1977 .
[15] William Z. Savage,et al. Constitutive Equations for Engineering Materials, Vol. 1. Elasticity and Modeling , 1983 .
[16] Fw Smith,et al. MODELING BOLTED CONNECTIONS IN WOOD: REVIEW , 1997 .
[17] Pj Pellicane,et al. Nonlinear material models for analysis of bolted wood connections , 1997 .
[18] Maria Stefanescu,et al. Lateral resistance of traditional Japanese post-and-beam frames under monotonic and cyclic loading conditions , 2000 .
[19] Ricardo O. Foschi,et al. Load-slip characteristics of nails , 1974 .
[20] Zhongwei Guan,et al. DVW--LOCAL REINFORCEMENT FOR TIMBER JOINTS , 2001 .
[21] Ricardo O. Foschi,et al. Analysis of wood diaphragms and trusses. Part II: Truss-plate connections , 1977 .
[22] M. A. McCarthy,et al. Three-dimensional finite element analysis of single-bolt, single-lap composite bolted joints: Part II––effects of bolt-hole clearance , 2005 .
[23] Ricardo O. Foschi,et al. Perpendicular-to-Grain Strength of Douglas-Fir , 1975 .
[24] Rainer Görlacher,et al. Compression perpendicular to the grain , 2004 .
[25] K. Bathe. Finite Element Procedures , 1995 .
[26] Wai-Fah Chen,et al. Plasticity for Structural Engineers , 1988 .
[27] Th.B. Kermanidis,et al. A three‐dimensional progressive damage model for bolted joints in composite laminates subjected to tensile loading , 2001 .
[29] David Michael Moses. Constitutive and analytical models for structural composite lumber with applications to bolted connections , 2000 .
[30] Raymundo Dávalos-Sotelo,et al. Bolted Connections in Wood under Bending/Tension Loading , 1992 .
[31] J. D. Barrett. Effect of Size on Tension Perpendicular-To-Grain Strength of Douglas-Fir , 2007 .
[32] Yh Chui,et al. Stress-Strain Relationship of Common Wire Nails Under Reversed Cyclic Loading , 1998 .
[33] Larry Lessard,et al. Two-Dimensional Modeling of Composite Pinned-Joint Failure , 1995 .
[34] I. Smith. Coefficient of friction values applicable to contact surfaces between mild steel connectors such as bolts and dry European whitewood , 1983 .
[35] B. O. Hilson,et al. Embedment testing for bolts a comparison of the European and American procedures , 1995 .
[36] Somasundaram Valliappan,et al. Non‐linear analysis for anisotropic materials , 1976 .
[37] Ricardo O. Foschi,et al. Analysis and Design of Griplam Nailed Connections , 1975 .
[38] M. A. McCarthy,et al. Three-dimensional finite element analysis of single-bolt, single-lap composite bolted joints: part I—model development and validation , 2005 .
[39] Jozsef Bodig,et al. Mechanics of Wood and Wood Composites , 1982 .