Title of article
Lattice modelling of the failure of particle composites
Author/Authors
Karihaloo، نويسنده , , B.L. and Shao، نويسنده , , P.F. and Xiao، نويسنده , , Q.Z.، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2003
Pages
22
From page
2385
To page
2406
Abstract
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.
Keywords
Euler–Bernoulli beam , Lattice model , Secant modulus , Timoshenko beam , Particle composites , Tension softening
Journal title
ENGINEERING FRACTURE MECHANICS
Serial Year
2003
Journal title
ENGINEERING FRACTURE MECHANICS
Record number
2340577
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