Random Particle Model for Fracture of Aggregate or Fiber Composites

TLDR

The model can also describe the transverse behavior of unidirectionally reinforced fiber composites. The study presents a particle model for brittle aggregate composite materials such as concretes, rocks, or ceramics. The model uses a randomly generated particle system with elastic axial truss‑like interactions and softening contact layers defined by a microscopic fracture energy, implemented in both two‑ and three‑dimensional forms. The model realistically simulates crack propagation and localization, reproduces size effects on nominal strength and post‑peak load‑deflection slopes, and predicts asymmetric post‑peak responses in direct tensile specimens.

Abstract

A particle model for brittle aggregate composite materials such as concretes, rocks, or ceramics is presented. The model is also applicable to the behavior of unidirectionally reinforced fiber composites in the transverse plane. A method of random computer generation of the particle system meeting the prescribed particle size distribution is developed. The particles are assumed to be elastic and have only axial interactions, as in a truss. The interparticle contact layers of the matrix are described by a softening stress‐strain relation corresponding to a prescribed microscopic interparticle fracture energy. Both two‐ and three‐dimensional versions of the model are easy to program, but the latter poses, at present, forbidding demands for computer time. The model is shown to simulate realistically the spread of cracking and its localization. Furthermore, the model exhibits a size effect on: (1) The nominal strength, agreeing with the previously proposed size effect law; and (2) the slope of the post‐peak load‐deflection diagrams of specimens of different sizes. For direct tensile specimens, the model predicts development of asymmetric response after the peak load.