Dynamical Problems In The
Free Hexagon Method
Author(s)
P. Procházka
Abstract
Numerical methods seem to be the cheapest tool for assessing different types of
structures. If the theory of damage should be involved into the formulation of the
problem to be solved, special treatment is required. The methods, which are
extensively used, start with realization of the trial body by a continuum. For
example, we can name \“Cohesive zone method”, which deals with Barenblatt's
theory. In our problem such methods are on one side uneasily applicable and on
the other side exhibit unreal behavior, according to a couple of test examples.
This is why test experiments have been carried out to get knowledge about a
reasonable approach for solving the problem. The free hexagon method seems to
be very promising. First, the method will be described and basic formulas will be
derived, and then some applications to rock bumps will be presented. In
comparison with some previous works of the author of this paper, the method
presented here involves a time-dependent problem with Newtonian forces, which
are caused by contact forces of moving particles. It simplifies the body of the
earth (soil) to a set of hexagons, which are, or are not in mutual contact. The
material properties of the hexagons are determined from the state of stresses. In
this paper we adjust the idea of PFC (particle flow code), which starts with balls
instead of hexagons and dynamical equilibrium, while in our case the static
equilibrium is considered. The hexagons represent a typical shape of the grains
the earth consists of. The model proposed in this paper may, in contrast to
modern numerical methods (FEM, BEM, etc.), enable one to disconnect the
medium described by the balls, when needed (e.g. providing certain requirements
on tensile strength is violated). The most natural contact conditions - Mohr-
Coulomb hypotheses - may be simply introduced and, after imposing such
contact conditions, the localized damage, or "cracking" can be discovered. The
stability then depends on the "measure" of the touched zone.
Keywords
Related Book
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