Synergetic concept of metals fatigue
А.А.Shanyavskiy
A new concept of metals fatigue fracture description
is discussed as a self-organized cascade of crack initiation processes changing
one another with cyclic stress increase. A bifurcation diagram of metals
fatigue fracture is plotted and described as a cascade of bifurcation
transitions in damages accumulation from nano to
macro scale levels. Basing on synergetic principles it is shown that minimal
energy expenditure for metal fatigue fracture corresponds to the nano-scale level, when metal behaves as a partly closed
system (PCS). The cracks are initiated under the surface of a sample or a
detail, and metals durability does not depend on the surface state. Further, on
meso and macro scale levels, the metal behaves as an
open system (OS) and its durability depends entirely on the surface state. New
ideology of estimation and control of metals fatigue durability is discussed
both in the bifurcation area, and in the case when a metal
behaves as a PCS or an OS.
At the end of the 19th century Wöhler,
studying high compressing loads effect on durability of railcar wheel pairs'
shafts, showed experimentally that in conditions of shafts bending under
rotation there was a stable relation between the level of bending stress, sf, and a number of cycles, Nf, before the shaft
fracture. Plotted dependence reflected the increase of number of cycles with
decreasing stress amplitude in case of symmetrical cycle of tension - compression.
The dependence was named as Wöhler curve or
"S-N" curve. It can be described by a simple power law of stress
level si and a number of cycles before the sample
fracture.
These parameters are defined for all existing metals and are considered
as material fatigue characteristics reflecting metal's ability to sustain
cyclic loads before fracture.
Further researches showed that these parameters depend not only on metals
structure, but also on external influence conditions: asymmetric loading,
biaxial loading, alternate loading frequency, :
Condition of metal surface turned out to be essential and even critical,
because for example at high-temperature or corrosive influence of environment
the metals deteriorate, which leads to fast crack initiation, reducing the
number of cycles before fracture. The problem of metals surface state influence
on durability has been investigated for over 20 years in the frame of new
scientific branch called
Fatigue tests of metals were standardized allowing to
receive comparable results for metals in different laboratories,
particularly while creating new alloys.
Wöhler's essential achievement was that he demonstrated existence of a stress
level sf1, at which the
average durability increases by several orders at decrease of stress level by
several percents. Having introduced in calculation of durability a stress level
which is 10-20% less than specified value of sf1, one can expect
that metal in construction will work so long that within the limits of
reasonable operating time (e.g. within the limits of 100 years) there will be
no fractures.
However, technical progress in fatigue tests allowed to proceed to
cyclic loading frequencies for tested metals in hundreds and even thousands
Hertz. This gave an opportunity in laboratory conditions to reach durability of
109 cycles at stress level below sf1 for a rather
short period of time. It appeared that fractures in the field of durability
over 109 cycles not only existed but obeyed the similar dependence
but with different factors. The revealed metals behavior was offered to be
characterized with bimodal distribution of fatigue durability.
The further experiments showed that distribution of fatigue durability
can be multimodal.
Thus, it appeared that simple dependence (Wöhler)
did not allow describing uniformly the whole variety of the revealed
experimental data on metals behavior accumulated for over 100 years. A new
understanding of metals fatigue should be introduced as a cascade of
interconnected processes running sequentially at different scale levels
corresponding to behavior of open synergetic systems and partially closed thermodynamic systems.
The bifurcation diagram of sequence of damages
accumulation processes for metals under multiparametric
external cyclic loading is submitted. The cascade of changes of fatigue crack
initiation mechanisms is explained basing on the diagram. It successively
considers scale levels of discrete transitions in metals behavior because of
bifurcation points passage:
-
instability
I (nano-level), point sw1,
is associated with transition to material fracture by fatigue crack initiation
from under the surface, as in a partly closed system;
-
instability
II (meso-level I), point sw2,
is associated with transition to an open system whose fatigue crack nucleus is
located on the sample surface;
-
instability
III (meso-level II), point sw3,
is associated with transition of an open system to fatigue fracture with
multiple nuclei when durability Nf is completely defined by the crack growth
period Np;
-
instability IV (macro-level), point sw4,
is associated with transition to repeated static fracture when the fracture
nuclei are simultaneously located at the surface and inside the sample or
dominate under the surface.
The hierarchy of scales in metals behavior replacing
each other at transition through instability areas represents a metal as a
synergetic system. The metal realizes one or another way of energy absorption
and dissipation in a self-organizing kind of way under cyclic loading depending
on its level, duration and conditions of the loading application to a sample or
a construction element. Therefore in multiparametric case of external
loading some of the abovementioned scale levels may be missed or are not
achieved. However, at minimally possible level of loading intensiveness and the
simplest way of regular cyclic loading of a material all listed above scale
levels of self-organization processes can be realized at initiation,
origination and development of metal fracture process.
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