Abstract:
The goal of structural reliability is to assure that a structure adequately performs its
intended function when operating under specified environmental conditions. The major
source of unreliability is the variability that characterizes engineering structures
subjected to inherent randomness in material properties, loading and geometrical
parameters. A sensible approach to structural reliability must be able to evaluate and
control the effects of this variability, quantifying the uncertainties in the design
variables and measuring their impact on the strength of the final product.
The objective of this research is to assess the role that uncertainties in material
microstructure, in particular concerning the presence of defects such as pores, inclusions
and through-thickness cracks, have in the failure of engineering structures. For this
purpose, a computational procedure, based on the coupled use of Finite Element
Analysis and Monte Carlo simulation, is proposed to evaluate the failure probability of
complex mechanical components containing random flaws. The proposed methodology
is particularly suited for the structural design of ceramic components, whose strength
properties are significantly affected by the presence of microstructural defects.
Material flaws are modelled by a population of volume-embedded micro-cracks
characterized by different geometrical features and size distributions. For each
population the number of flaws is assumed to follow a homogenous Poisson process and
flaws are sampled with a uniform spatial distribution and a random orientation. The
interaction of a crack with the stress field produced in the component by the applied
load is determined through a mixed-mode fracture criterion. Several solutions have been
compared in this respect.
The study conducted clearly shows how the application of a traditional deterministic
approach may lead to incorrect conclusions. Due to the stochastic nature of the flaw
distribution, failure of a component may not be initiated at the point of highest nominal
stress. The whole component volume contributes to the total probability of failure and
therefore the entire stress field must be considered. Moreover, the sensitivity analysis
carried out indicates that the parameters controlling the failure process are strictly
dependent on loading conditions. In particular, a significant difference in behaviour
between uniform and non-uniform stress states was identified.
A new failure criterion for brittle materials is also proposed. The criterion is based on
the maximum admissible individual probability of failure and is applicable to biaxial
stress conditions.