Lattice modelling of the failure of particle composites

被引:91
作者
Karihaloo, BL [1 ]
Shao, PF
Xiao, QZ
机构
[1] Cardiff Univ, Sch Engn, Div Civil Engn, Cardiff CF24 0YF, S Glam, Wales
[2] Univ Sci & Technol China, Sch Engn, Hefei 230026, Peoples R China
关键词
Euler-Bernoulli beam; lattice model; particle composites; secant modulus; tension softening; Timoshenko beam;
D O I
10.1016/S0013-7944(03)00004-3
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Three-phase particle composites are modelled by a beam lattice. The second, hard phase (particle) is a linear elastic material. However, to improve the representation of the lattice model, tension softening of the matrix and/or the interface between the particle and the matrix is introduced. Moreover, as each beam element in the lattice is short and deep, instead of using the Euler-Bernoulli theory, beam elements based on the Timoshenko theory are introduced to enhance accuracy. Finally, the effect of finite deformations is also investigated due to the large displacements and/or rotations likely to be involved with the evolution of the damage. Numerical results for particle composites are presented and discussed. (C) 2003 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2385 / 2406
页数:22
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