Lattice
materials are a class of cellular materials characterized by a regular,
periodic microstructure that can be idealized as a network of slender beams or
rods. Likewise all cellular materials, they combine properties such as
lightness, stiffness, strength and high energy absorbing capabilities that
cannot be achieved by uniform fully solid material. In addition, due to their
regular and controlled microstructure, lattice materials can be designed to
fulfil specific material requirements, such as prescribed stiffness and
strength along given directions and predetermined collapse modes. Recent
advances in manufacturing techniques allow the production of lattice materials
from a variety of solid materials, at a very fine scale, with high accuracy
and within acceptable costs. Such technologies make lattice materials a viable
option for use in the design of consumer products, and have driven the
interest in modelling tools for analysis of complex components made of lattice
materials.
The literature on the modelling of the mechanical properties of
lattice materials is generally restricted to the geometrically linear regime.
Applications that exploit the design of bending dominated lattices for
morphing structures, and the development of stretching dominated lattices
suitable for reconfigurable and smart actuated structures typically require
modelling lattice materials into the nonlinear regime. In this study, we are
concerned with the derivation of a constitutive model for the analysis of the
geometrically non-linear behaviour of lattices. A number of studies have
analysed simple topologies and obtained closed form expressions of the lattice
stiffness and strength by analytically solving the equilibrium problem of the
unit cell. This approach cannot in general be extended to include geometrical
non-linearity, because closed form solutions are typically unavailable for a
beam under large displacement. In other
homogenisation approaches, the equivalent stiffness of the lattice is
determined by comparing selected physical quantities of the discrete lattice,
such as the dispersion relation of harmonic waves, or the coefficient of the
elastic equilibrium equation, to those of an equivalent continuous medium.
These models are necessarily restricted to the linear regime and cannot be
extended to consider the effects of geometric or material non-linearity.
The
approach presented in this study belongs to the class of representative volume
element (RVE) methods, which evaluate the constitutive relationships of a
heterogeneous medium from the analysis of a small portion of it. The RVE
consists in a limited region of the domain that contains the main
microstructural features of the material and responds as the infinite medium,
if uniform strain, or stress, boundary conditions are imposed. In general, RVE
methods resort to a two-scale approach. On one hand, we have the macroscopic
finite element model of the component, whose boundary conditions are defined
by the general problem, where the material is treated as a continuum. On the
other hand, we have the microscopic model of the RVE, which numerically
evaluates the stress strain relationship, whose boundary conditions are
generated by the macroscopic model.
The RVE model is interrogated at every
integration point of the component model, a process that allows the assembly
of the macroscopic internal force vector and of the tangent stiffness matrix,
as it is done for a fully solid material. In this study, we use an approach
that allows determining the macroscopic stress as the gradient of the strain
energy density with respect to the components of the macroscopic displacement
gradient. This formulation leads to a compact matrix expression for the
macroscopic stress as a function of the macroscopic displacement gradient that
can handle both geometrical and material non-linearity. The choice of the RVE
plays an important role in the framework of a computational homogenization
approach. Most of the studies in literature focus on materials with a
stochastic microstructure, and are aimed at determining the conditions that
ensure a statistical representativeness of the RVE, both for the purpose of
numerical homogenization and for the definition of the size, shape, and number
of samples required for experimentally measuring the material properties.
Since our focus is on periodic lattices, a natural choice for the RVE is the
unit cell, which we intend as the minimal entity capable of generating the
lattice. Such choice, however, is not unique; any collection of contiguous
unit cells can be used as RVE. Hence, the following question arises: how does
the size of the RVE affect the response of the material? This study addresses
this issue with particular reference to the effect of geometric non-linearity. We show that the size of the
RVE has no influence on the model prediction, until a bifurcation point is
encountered in the load path. After passing bifurcations, the predicted post
bifurcation behaviour depends on the size of the RVE; hence, preliminary
investigations should be carried out for a proper selection of the RVE.
The
constitutive material model developed in this paper is validated by comparing
the results of a discrete and a continuous model of a rectangular plate with a
central hole under in-plane loads. In one case, a direct numerical simulation
has been carried out on the discrete lattice, whose elements have been
individually modelled as beams. In the other case, the domain was modelled
with continuous plane stress elements whose constitutive law was numerically
evaluated using the homogenisation approach developed in this study. The
results from the discrete models have been compared to the prediction of the
continuous models. We have found a good qualitative and
quantitative agreement among the models. The continuous model of the hexagonal
lattice could capture its typical compliant behaviour in compression, and the
stiffening effect due to the reorientation of the struts along the load
direction in tension.