Technical Field
[0001] The present invention relates to a damping alloy in which elasto-plastic deformation
can be realized with low stress and fatigue properties are excellent.
Background Art
[0002] Due to the Great East Japan Earthquake occurred on March 11, 2011 and the subsequent
active seismic activity, disaster-prevention consciousness of great disaster is increasing
in an unprecedented way. In particular, from the fact that areas where a strong earthquake
is predicted include metropolitan areas, such as Tokai · Tonankai · Nankai earthquakes
or an earthquake occurring directly beneath the Tokyo Metropolitan area, it has been
made upmost efforts to reinforce and organize disaster prediction or disaster-prevention
system and to also realize industrial disaster mitigation measures such as damping
· seismic isolation techniques for preventing architectural constructions from earthquake
damage.
[0003] A seismic damper is a seismic damping device which is configured to absorb vibration
energy to be input to buildings by a wind or an earthquake such that the vibration
does not reach a construction body. Seismic dampers which have been proposed and developed
so far are roughly classified into a viscosity damper (see Patent Literature 1), a
viscoelastic damper (see Patent Literature 2), a lead damper (see Patent Literature
3), an elasto-plastic damper (see Patent Literature 4), and the like.
[0004] Among these seismic dampers, the elasto-plastic damper using low-yield-point steel
has recently become especially popular as a seismic damper for reducing the swing
of the constructions at the time of the earthquake in particular due to excellence
in performance, cost, and maintenance.
[0005] The elasto-plastic damper has a function of reducing the vibration of the building
by mainly absorbing seismic energy to be input to the building as thermal energy due
to plastic deformation of an alloy to be used as a core material for the damper.
[0006] Plastic deformation properties of the damping alloy as a core material have an important
influence on the performance of the seismic damper. As for the plastic deformation
properties of the damping alloy, to plastically deform earlier than construction body,
yield stress or proof stress of the damping alloy is preferably low. In addition,
since the core material itself for the damper is cyclically subjected to elasto-plastic
deformation after the earthquake occurs, mechanical-property change or metal fatigue
due to cyclic hardening is an issue from the viewpoint of long-term use.
[0007] The cyclic hardening is a cause of significant damage on a damping function of the
seismic damper, for example, rising of operation start strength, and eventually even
leads to destruction of the seismic damping device itself due to fatigue fracture
when the metal fatigue proceeds. In order to avoid this situation, a damping alloy
is expected in which a cyclic hardening rate is low and a fatigue life is long.
[0008] A damping alloy, which is most widely used now, is low-yield-point steel in which
yield stress or 0.2% proof stress is intentionally reduced down to about 100 to 225
MPa; however, the damping alloy has a high initial cyclic hardening rate in the elasto-plastic
deformation as the type of the yield stress is lower, and a fatigue life which is
naturally superior to steel to be used in a main frame such as column and beam of
constructions, but there is no significant difference in fatigue properties and it
is hard to say that there is obvious superiority.
[0009] Accordingly, the conventional low-yield-point steel seismic damper has been inevitably
designed in consideration of fatigue damage, for example, such that a core material
is subjected to plasticity only at the time of the earthquake while not being subjected
to plasticity (elastic range) at the time of swing by wind which is exposed to a large
number of cycles at low strain amplitude (low amplitude).
[0010] In addition, after a big earthquake, it may be necessary to carry out inspection
and replacement in some cases from a problem such as performance change or cumulative
fatigue damage due to the cyclic hardening. Consequently, period and cost of disaster
restoration occur.
[0011] Moreover, in recent years, attention has been paid to a problem of so-called long-period
ground motion in which buildings such as skyscrapers resonate during the earthquake
and thus swing of a relatively large deformation continues for a long period of time,
and the request for a damping alloy having a longer fatigue life is increasing also
from viewpoint of ensuring earthquake-proof safety of constructions.
[0012] Meanwhile, the fact that an Fe-Mn-Si-based shape memory alloy including NbC is available
as a damping alloy of constructions, is disclosed by the inventors (for example, see
Patent Literature 1).
[0013] This alloy is invented by giving attention to the fact that plastic strain remaining
after the earthquake is removed by a shape memory effect due to heating and an initial
shape can be restored. In addition, since a metallographic change of an alloy due
to the tension-compression plastic deformation is reversibly carried out between a
γ austenite phase of an FCC-type crystal (face-centered cubic lattice structure) and
a ε martensite phase of an HCP-type crystal (hexagonal close-packed structure), other
effects of the damping alloy has been also found that cyclic hardening rate is low
and the fatigue life is also long (for example, see Non Patent Literature 1).
[0014] Typically, a mechanism for heating a damper member is required so as to utilize the
shape memory effect; however, according to the proposal described above, even when
the heating mechanism is not provided, it is possible to use it as a high-performance
damping alloy which also effectively operates with respect to the long-period ground
motion by the fact that the hardening rate due to at least a cyclic deformation is
low and the fatigue life is long.
[0015] The fact that Fe-Mn-Si-based shape memory alloy is also effectively used as a damping
alloy with almost same compositions is suggested in Patent Literature 5, but it also
became obvious by the progress of subsequent research that the proper component range
of the shape memory alloy did not fully match the proper component range of the damping
alloy.
[0016] In Patent Literature 5, the alloy added with NbC to improve shape memory properties
has extremely-high stress amplitude of 650 MPa or more with respect to cyclic tension-compression
deformation at the amplitude of 1%. If the core material for the elasto-plastic damper
is not subjected to elasto-plastic deformation earlier than the construction body,
it is not possible to exhibit a vibration absorbing effect to protect the construction
body.
[0017] That is, strength of the core material should be lower than that of the construction
body of the building or the like. Accordingly, when a material having high material
strength is used as the core material for the damper, it is necessary to make a cross-sectional
area of the damper small so as not to exceed the strength of the constructions.
[0018] However, since a damper having a small cross-sectional area has a high buckling risk
during the compression deformation, it is advantageous to lower the material strength
of the core material for the damper to some extent to ensure a wide application range
as a damper.
[0019] In order to solve this problem, the inventors attempted to control plastic deformation
properties by making further investigation in such a manner that Al was added to an
Fe-30Mn-6Si shape memory alloy as a base not containing precipitates such as NbC.
[0020] As a result, the fact is disclosed that an alloy containing Al of 1 to 3 mass% is
effective as a damping alloy operable with low stress amplitude of about 300 MPa with
respect to the cyclic tension-compression deformation at the amplitude of 1 % (for
example, see Patent Literature 6).
[0021] Meanwhile, according to Non Patent Literature 2, a shape memory effect almost disappears
when Al exceeding 1 mass% is added to the Fe-30Mn-6Si shape memory alloy, and from
this reason, it is also clear that the optimum component range of the shape memory
alloy does not necessarily match that of the damping alloy.
[0022] In addition, it is an important request that the core material for the elasto-plastic
damper can be produced at low costs using the existing mass steelmaking facilities
to proceed earthquake resistance of the constructions promptly. Since the known damping
alloy disclosed in Patent Literature 6 contains Mn of 30 mass% with a high concentration,
it is difficult to make it using equipment such as an arc melting furnace in which
common steel is produced.
[0023] The reason is that a boiling point of Mn is 2010°C which is very low compared to
a boiling point 3070°C of Fe and oxides are easily produced by Mn rather than Fe,
so that reduction in Mn yield due to evaporation or oxidation of Mn and reaction with
refractories in the melting furnace inevitably occur, resulting in leading to difficulties
even in terms of operation and cost. Therefore, from economical and technical requests,
the development of an alloy having the lower content of Mn is essential to mass production
and commercial viability of an Fe-Mn-Si-based damping alloy.
[0024] In the Fe-Mn-Si-based shape memory alloy, a component system is known in which some
of Mn is substituted with Cr or Ni to improve corrosion resistance (for example, see
Non Patent Literature 3); however, since this simultaneously cause the reduction of
the content of Mn, it is suggested that the substitution with Cr or Ni is effective.
[0025] However, fatigue properties of the shape memory alloy obtained by substituting Mn
with Cr or Ni are neither disclosed nor suggested so far. As described above, the
proper component range of the shape memory alloy does not necessarily match that of
the damping alloy. Accordingly, the optimum component range of the Fe-Mn-Cr-Ni-Si-based
damping alloy is unclear. According to Non Patent Literature 4, secondary phases such
as a δ ferrite phase, silicide, or an α' martensite phase are easily formed in the
Fe-Mn-Si-based alloy added with Cr or Ni, but it is also unclear that these secondary
phases have an influence on the fatigue properties.
[0026] Meanwhile, fatigue properties of an Fe-Mn-based austenitic steel are vigorously studied
in recent years. This is because it has been recognized that twinning deformation
of the γ austenite phase also has a good influence on the fatigue properties in TWIP
(Twinning Induced Plasticity) steel to which attention is paid as a new automobile
steel sheet excellent in strength ductility balance (for example, see Non Patent Literature
5).
[0027] Since the fatigue properties of the Fe-Mn-Cr-Ni-base alloy can be also examined from
the same viewpoint, a relation between the fatigue properties and the structure has
been partially known (for example, see Non Patent Literature 6). However, the plastic
deformation structure of the Fe-Mn alloys or the Fe-Mn-Cr-Ni alloys is complex in
which deformation twinning, the α' martensite phase, the ε martensite phase, stacking
fault, dislocation, and the like are combined, and it is an indescribable situation
that the relation between the fatigue properties and the structure is sufficiently
elucidated.
[0028] From the experiment and research results so far by the inventors, it has been elucidated
that the ε martensite is effective to the improvement of the fatigue properties, but
it has not been almost elucidated that the ε martensite has the influence on the fatigue
properties in the TWIP steel or the Fe-Mn-Cr-Ni-based alloy. Further, since the austenitic
steel including the TWIP steel are designed as a typical structural material to have
the components such that the yield strength is as high as possible, it is not suitable
for the core material for the elasto-plastic damper.
[0029] As a damping alloy using the ε martensite phase, an Fe-Mn-Cr-Si-Al-C alloy is disclosed
(for example, see Patent Literature 7). However, in the damping alloy, the γ austenite
phase contains the ε martensite phase of 15% or more in a state before the deformation
to improve internal friction in an elastic deformation region and the fatigue properties
with respect to the elasto-plastic deformation are not disclosed.
[0030] The alloy has high strength because of previously containing the ε martensite phase
in the state before the deformation or containing carbon which has the extremely strong
nature of making solid-solution hardening of the γ austenite phase, and is not suitable
for the core material for the elasto-plastic damper. Accordingly, components for increasing
the fatigue life with the low proof stress and the low stress amplitude which are
required for the damping alloy are neither disclosed nor suggested.
[0031] As described above, the damping steel or the damping alloy, which are used for the
main purpose of protecting the constructions from the earthquake as the core material
for the elasto-plastic damper in the seismic damping device for the architectural
constructions, requires the natures that the fatigue life is long (the number of cycles
to fracture is large) with the low proof stress, the low cyclic hardening rate, and
the large strain. However, the damping alloy having all of these natures in a good
balance did not exist as the core material for the elasto-plastic damper.
Citation List
Patent Literature
Non Patent Literature
[0033]
Non Patent Literature 1: T. Sawaguchi, P. Sahu, T. Kikuchi, K. Ogawa, S. Kajiwara, A. Kushibe, M. Higashino,
T. Ogawa, "Vibration mitigation by the reversible fcc/hcp martensitic transformation
during cyclic tension-compression loading of an Fe-Mn-Si-based shape memory alloy"
Scripta Materialia, 54 (2006) 1885
Non Patent Literature 2: M. Koyama, M. Murakami, K. Ogawa, T. Kikuchi, T. Sawaguchi, "Influence of Al on Shape
Memory Effect and Twinning Induced Plasticity of Fe-Mn-Si-Al System Alloy" Mater.
Trans. (2007)
Non Patent Literature 3: H. Otsuka, H. Yamada, T. Maruyama, H. Tanahashi, S. Matsuda, M. Murakami, "Effects
of Alloying Additions on Fe-Mn-Si Shape Memory Alloys" Isij International, 30 (1990)
674
Non Patent Literature 4: B. C. Maji, M. Krishnan, V. V. R. Rao, "The microstructure of an Fe-Mn-Si-Cr-Ni stainless
steel shape memory alloy" Met. Mat. Trans. A, 34A (2003) 1029
Non Patent Literature 5: T. Niendorf, F. Rubitschek, H. J. Maier, J. Niendorf, H. A. Richard, A. Frehn, "Fatigue
crack growth-Microstructure relationships in a high-manganese austenite TWIP steel"
Materials Science and Engineering α-Structural Materials Properties Microstructure
and Processing, 527 (2010) 2412
Non Patent Literature 6: A. Glage, A. Weidner, H. Biermann, "Cyclic Deformation Behaviour of Three Austenite
Cast CrMnNi TRIP/TWIP Steels with Various Ni Content" Steel Research International,
82 (2011) 1040
Summary of Invention
Technical Problem
[0034] The present invention is to solve the conventional problems from the background as
described above and an object thereof is to provide a damping alloy for an elasto-plastic
damper such as an Fe-Mn-(Cr, Ni)-Si-based alloy in which proof stress and stress amplitude
after cyclic tension-compression deformation are lowered and the number cycles to
fracture is increased, the damping alloy being capable of being used in a maintenance-free
manner even after long-period ground motion and being mass-produced.
Solution to Problem
[0035] That is, the damping alloy of the present invention is characterized by the following.
[0036] First, a damping alloy that is an Fe-Mn-(Cr, Ni)-Si-based damping alloy containing
at least one of Cr or Ni or further contains Al, the damping alloy is characterized
by containing component compositions of: 5 mass% ≤ Mn ≤ 28 mass%; 0 mass% ≤ Cr ≤ 15
mass%; 0 mass% ≤ Ni < 15 mass%; 0 mass% < Si < 6.5 mass%; and 0 mass% ≤ Al < 3 mass%,
the balance being Fe and inevitable impurities, wherein the component compositions
satisfy the following conditions: [%Ni] + 0.5 [%Mn] > 0.75 [%Cr] + 1.125 [%Si] + 2
[%Al]; and 37 < [%Mn] + [%Cr] + 2 [%Ni] + 5 [%Al] < 45 (wherein [%Ni], [%Mn], [%Cr],
[%Si], and [%Al] represent contents (mass%) of Ni, Mn, Cr, Si, and Al, respectively).
[0037] Second, the damping alloy according to the first invention is characterized by containing
component compositions of: 10 mass% ≤ Mn ≤ 20 mass% and 2 mass% ≤ Ni ≤ 10 mass%.
[0038] Third, the damping alloy according to the first or second invention is characterized
by containing a component composition of 2 mass% ≤ Si ≤ 6 mass%.
[0039] Fourth, the damping alloy according to any one of the first to third inventions is
characterized in that: a metallographic structure of the alloy subjected to plastic
working and solution heat treatment includes only the s martensite phase (HCP structure)
less than 15 vol% and the γ austenite phase (FCC structure) as a remaining part; and
after cyclic tension-compression deformation at an amplitude of 1 % is carried out
100 cycles or more from the metallographic structure, the alloy has a metallographic
structure of ε martensite phase less than 50 vol%, the α' martensite phase less than
3 vol%, and the γ austenite phase as a remaining part.
[0040] Fifth, the damping alloy according to any one of the first to fourth inventions is
characterized in that: proof stress is 280 MPa or less; stress amplitude is 400 MPa
or less after the cyclic tension-compression deformation at the amplitude of 1% is
carried out 100 cycles or more; and the number of cycles to fracture is 2000 cycles
or more.
Advantageous Effects of Invention
[0041] Since the damping alloy of the present invention is configured such that the additive
amount of Mn is set to be 28 mass% or less, it is also easily produced compared to
the conventional Fe-30Mn-Si-Al-based damping alloy. In particular, the conventional
Fe-30Mn-Si-Al-based damping alloy is melted only in a vacuum induction heating furnace,
while there is a possibility of arc furnace melting when the additive amount of Mn
is less than 20 mass% and thus a significant cost reduction is expected.
[0042] Furthermore, the damping alloy of the present invention has the number of cycles
to fracture which is approximately one order of magnitude greater than that of the
conventional low-yield-point steel for the elasto-plastic damper, and it can be also
used against the long-period ground motion.
[0043] In addition, the damping alloy satisfying conditions defined in the present invention
is configured in such a manner that the proof stress is 280 MPa or less, the stress
amplitude is 400 MPa or less after the cyclic tension-compression deformation at the
amplitude of 1% is carried out 100 times or more, and the number of cycles to fracture
is 2000 cycles or more; and the damping alloy of the present invention is a damping
alloy for an elasto-plastic damper which has the low proof stress or stress amplitude
and can be operated at the low strength level, compared to the conventional Fe-Mn-Si-based
shape memory and damping alloy including NbC, so that it can be applied to the damping
member in a wide range.
Brief Description of Drawings
[0044]
Fig. 1 is a graph illustrating a relation between stress and strain of a first cycle
of tension-compression deformation in Example 2 (4S).
Fig. 2 is a graph illustrating changes in stress amplitude by cyclic tension-compression
deformation of alloys according to Examples and Comparative Examples.
Description of Embodiments
[0045] Typically, a damping alloy indicates a structural material which absorbs mechanical
vibrations in machine tools, precision equipment, automobiles, or the like by mainly
realizing both of an increase of internal friction in an elastic deformation region
and high strength as a metallic material.
[0046] In order to distinguish from this, meanwhile, the term "seismic damping" is sometimes
used to describe damping for a main countermeasure against earthquake motion, but
the term "damping" is being mainly used in recent years from the reason that control
of ordinary vibration due to swing by wind other than the earthquake is also important
to a damper for constructions.
[0047] According to this trend, the term "damping" is also used in the present invention,
but the main subject thereof relates to vibration control on constructions during
an earthquake. However, it is assumed that one of effects also includes the control
of relatively small vibration due to the swing by wind or the like.
[0048] An damping alloy according to the present invention is an damping alloy in which
elasto-plastic deformation reversibly takes place due to a mutual conversion of a
γ austenite phase and a ε martensite phase by adjusting the content of Mn, Cr, Ni,
and Si in an Fe-Mn-(Cr, Ni)-Si-based alloy and irreversible deformation such as a
formation of an α' martensite phase is suppressed, such that proof stress is 280 MPa
or less, stress amplitude is 400 MPa or less after cyclic tension-compression deformation
at an amplitude of 1%, and the number of cycles to fracture is 2000 cycles or more.
[0049] In addition to slipping motion of lattice dislocations which is a plastic deformation
mechanism of a general metal, a plastic deformation mechanism in an austenitic iron-based
alloy takes various forms such as slipping motion of extended dislocations, in which
a lattice dislocation is moved by being separated into two partial dislocations and
a stacking fault sandwiched therebetween, twinning deformation, ε martensite transformation,
and α' martensite transformation, and thus a plurality of plastic deformation mechanisms
are usually expressed at the same time.
[0050] In the damping alloy according to the present invention, a structural change by tension-compression
plastic deformation reversibly takes place due to two-directional martensite transformation
between the γ austenite phase and the ε martensite phase, thereby suppressing cyclic
hardening and increasing the number of cycles to fracture.
[0051] For this, a pre-deformation state is in a γ austenite single-phase, and the plastic
deformation mechanism preferably proceeds mainly due to ε martensite transformation.
At this time, twinning deformation, lattice dislocation slipping, or extension dislocation
slipping, which occurs inevitably and concurrently with the ε martensite transformation,
may be partially included, but α' martensite transformation should be suppressed because
of significantly hardening an alloy.
[0052] Mn is an essential additive element having a critical influence on the plastic deformation
mechanism of the Fe-Mn-(Cr, Ni)-Si-based alloy. Mn has a behavior of stabilizing the
γ austenite phase and lowering stacking fault energy in the iron-based alloy, thereby
easily occurring martensite transformation from the γ austenite phase to the s martensite
phase.
[0053] Accordingly, during the tension-compression plastic deformation, the ε martensitic
transformation and reverse transformation thereof alternately occur from a deformation-induced
γ, and the formation of the α' martensite phase can be suppressed, thereby improving
fatigue properties.
[0054] Some of the austenite stabilizing function can be achieved using Ni instead of Mn,
and some of the lowering function of the stacking fault energy can be achieved using
Cr.
[0055] In order to reduce melting costs, the present invention necessarily includes Cr or
Ni as an alternative additive element of Mn. Further, Al having an effect of improving
the damping properties of an Fe-Mn-Si-based shape memory alloy may be also added as
an alternative element of Mn.
[0056] An effect of Mn, Cr, Ni, or Al on the plastic deformation mechanism can be represented
in terms of mass% of Mn having the same effect as those. In the present invention,
this is defined as Mn equivalent weight ([%Mn]
eq), and the Mn equivalent weight is expressed by the following Formula (1) using the
content (mass%) of each component element.

[0057] In the Formula, [%Mn], [%Cr], [%Ni], and [%Al] represent contents (mass%) of Mn,
Cr, Ni, and Al as a chemical component of the damping alloy, respectively.
[0058] Furthermore, in the present invention, the range of the Mn equivalent weight satisfies
the condition expressed by the following Formula (2) to exhibit the two-way martensitic
transformations between the γ austenite phase and the ε martensite phase.

[0059] When the Mn equivalent weight is 37 mass% or less, the thermodynamic stability of
the ε martensite phase becomes very higher, so that once the ε martensite phase is
deformation-induced it will not be reversely transformed into the γ austenite phase
even when it is deformed in a reverse direction.
[0060] As a result, the volume ratio of the ε martensite phase monotonously increases by
the cyclic tension-compression deformation, and crack initiation probability or crack
propagation rate rises at a place where the ε martensite phases, which have been formed,
collide with each other and thus the number of cycles to fracture declines when the
volume ratio is 50% or more by volume.
[0061] Furthermore, when the Mn equivalent weight is 30 mass% or less, since the ε martensite
phase having the volume ratio of 15% or more by volume is already formed at the time
of cooling from a solution heat-treatment temperature to a room temperature and a
subsequent formation of a deformation-induced ε martensite phase is hindered, the
number of cycles to fracture declines.
[0062] In addition, when the Mn equivalent weight is 45 mass% or more, the stacking fault
energy increases and the ε martensite is not formed.
[0063] Meanwhile, Si as another essential additive element has little influence on the Mn
equivalent weight, but it was apparent by experiments that Si improves reversibility
of the two-directional martensite transformation between the γ austenite phase and
the ε martensite phase and thus improves the number of cycles to fracture. Even when
Si is not added, the number of cycles to fracture can be about 2000 cycles, but the
number of cycles to fracture is more drastically increased by the addition of Si and
the largest effect is exhibited when the additive amount of Si is near 4 mass%.
[0064] However, when Si is excessively added, the number of cycles to fracture is decreased,
and, particularly, when Si is added to be 6.5 mass% or more, the alloy is significantly
hardened, resulting in causing a problem that the stress amplitude of the cyclic tension-compression
deformation rises in some cases.
[0065] In the additive amount of Mn, Cr, Ni, and Si, it is important to adjust the balance
between the total amount of Ni and Mn which are austenite stabilizing elements and
the total amount of Cr, Si, and Al which are ferrite stabilizing elements such that
a metal structure before the deformation becomes a γ austenite single-phase. As the
concentration of the ferrite stabilizing elements is high and the concentration of
the austenite stabilizing elements is low, a δ ferrite phase is likely to form, and
an α' martensite phase is likely to form when both of the concentration of the ferrite
stabilizing elements and the concentration of the austenite stabilizing elements are
low.
[0066] From experimental results by the inventors, when the alloy system of the present
invention is water quenched after being subjected to a solution heat treatment at
1000°C for one hour, it has been found that the additive amount of component elements
satisfied conditions of the following Formula (3) so as to suppress the formation
of the δ ferrite phase and to make the γ austenite single-phase.

[0067] In the Formula, [%Ni], [%Mn], [%Cr], [%Si], and [%Al] represent contents (mass%)
of Ni, Mn, Cr, Si, and Al as chemical components of the damping alloy, respectively.
[0068] The additive amount of each of Mn, Cr, Ni, Si, and Al as the component elements is
limited by restrictions on production in addition to each condition described above.
The description will be made below in detail.
<Mn>
[0069] Mn is an essential additive element having two effects of austenite stabilization
and stacking-fault energy reduction; in the damping alloy of Patent Literature 6 which
is added with Mn of 30 mass%, however, reduction in Mn yield due to evaporation or
oxidation of Mn and reaction with refractory in a melting furnace inevitably occur
and it is difficult to melt at a practically allowable cost.
[0070] In the present invention, the additive amount of Mn is set to be 28 mass% or less
by the addition of Cr or Ni to reduce the melting cost. Further, when the additive
amount of Mn is less than 20 mass%, it is possible to produce an alloy using arc melting
furnace which is suitable for mass production.
[0071] Meanwhile, when the additive amount of Mn is less than 10 mass%, both of Cr which
is effective in the stacking-fault energy reduction and Ni which is the austenite
stabilizing element should be added in great quantities, thereby causing the reduction
in melting costs but allowing an increase in material costs.
[0072] Furthermore, when the additive amount of Mn is less than 5 mass%, the α' martensite
phase harmful to the fatigue properties is inevitably formed even when the additive
amount of Cr and Ni is adjusted in any way. From the above, in the present invention,
the additive amount of Mn is preferably in the range of 5 mass% ≤ Mn ≤ 28 mass%, and
more preferably 10 mass% ≤ Mn ≤ 20 mass%.
<Cr>
[0073] Cr is an element which reduces the stacking-fault energy of the γ austenite phase
and promotes the martensite transformation to the ε martensite phase, thereby improving
the fatigue properties of the damping alloy according to the present invention. In
addition, the element also contributes to improve corrosion resistance or high-temperature
oxidation resistance. However, when the additive amount of Cr is 15 mass% or more,
it is difficult to suppress the formation of the α' martensite phase even when the
additive amount of other components is adjusted in any way and a low-melting point
intermetallic compound is further formed by reacting with Si, so that it is difficult
to melt the alloy. From the above, in the present invention, the additive amount of
Cr is in the range of 0 mass% ≤ Cr ≤ 15 mass%.
<Ni>
[0074] Ni is an alternative element of Mn for the austenite stabilizing behavior. In particular,
when the additive amount of Mn is less than 20 mass%, the γ austenite single-phase,
which is in a state before the deformation, is not obtained if Ni of 2 mass% or more
is not added as an austenite stabilizing element.
[0075] Meanwhile, when the additive amount of Ni is 15 mass% or more, a low-melting point
intermetallic compound is formed by reaction with Si, thereby deteriorating hot workability
of an alloy.
[0076] In addition, from the viewpoint of material costs, the additive amount of Ni which
is an expensive element is preferably less than 10 mass%. From the above, in the present
invention, the additive amount of Ni is preferably in the range of 0 mass% ≤ Ni <
15 mass% and more preferably 2 mass% ≤ Ni ≤ 10 mass%.
[0077] With respect to Cr and Ni described above, at least either of both elements is contained
in the damping alloy of the present invention and both elements are not set to be
0 mass% at the same time.
<Si>
[0078] Si is an essential element of an Fe-Mn-Si-based shape memory alloy and the component
range thereof is set to be 3.5 to 8 mass%, but the concentration of Si in a commercially
available alloy is in the range of 5 to 6 mass% or less.
[0079] Meanwhile, even in the damping alloy of the present invention, Si is an element having
an important role in improvement of the number of cycles to fracture, but the optimal
component concentration therein is different from that in the shape memory alloy.
From experiment and research results by the inventors, to obtain the number of cycles
to fracture of 2000 cycles or more in the present invention, the additive amount of
Si is in the range of 0 mass% < Si < 6.5 mass% and more preferably 2 mass% ≤ Si ≤
6 mass%.
<Al>
[0080] Al is an element having an influence on the Mn equivalent weight by factor 5 and
thus may be added as an alternative element of Mn. However, since the element is also
a ferrite stabilizing element, when Al is excessively added, the δ ferrite phase is
easily formed. When a heat treatment is performed in an atmosphere, there is also
a possibility that Al having high affinity with nitrogen forms nitrides to embrittle
the alloy.
[0081] In this way, the Mn equivalent weight is effectively adjusted by adding even a trace
amount of Al but a negative effect also occurs when Al is excessively added. Therefore,
the additive amount of Al is in the range of 0 mass% ≤ Al < 3 mass%.
<Others>
[0082] In the present invention, Co, Cu, C, or N may be added as an element having an alternative
effect of Mn in addition to the above elements. However, since the addition of Co
and Cu leads to an increase in material costs, the additive amounts of Co and Cu are
in the following range in the present invention, respectively: Co < 0.2 mass% and
Cu < 2 mass%.
[0083] In addition, since C and N cause a solid-solution hardening behavior of an alloy
to increase yield strength and thus to impair performance of the alloy as a core material
for an elasto-plastic damper, the upper limits of the additive amounts of C and N
are in the following range, respectively: C < 0.1 mass% and N < 0.08 mass%.
[0084] In addition, for the purpose of removing interstitial elements C and N which are
formed in an iron-based parent phase as a solid solution, carbides or nitrides are
formed by the addition of an element such as Nb, Ta, V, Ti, or Mo having high affinity
with C or N, which is widely carried out in the arts.
[0085] In the damping alloy of the present invention, it is necessary to minimize the effect
of the solid-solution hardening of the parent phase due to the interstitial element
C or N so as to reduce the proof stress or the stress amplitude in the cyclic tension-compression
deformation. Therefore, even in the present invention, Nb, Ta, V, Ti, or Mo may be
added by applying the conventional method so as to remove C or N formed as a solid
solution.
[0086] However, when the additive amount of each element is too large, the proof stress
or the stress amplitude increases on the contrary due to precipitation hardening of
carbides or nitrides which are formed. In order to avoid this, each of the elements
is in the following range in the present invention: Nb < 0.05 mass%, Ta < 0.05 mass%,
V < 0.05 mass%, Ti < 0.05 mass%, and Mo < 0.05 mass%.
[0087] In the state before the deformation, the γ austenite single-phase is preferably formed,
but the ε martensite phase may be formed in small quantity. In an alloy which is adjusted
in a state where the ε martensite transformation is easily induced by the deformation,
the ε martensite phase may be unintentionally formed in some cases due to an environmental
temperature change, a machining influence or the like.
[0088] Since the unintentionally formed ε martensite phase differs from a subsequent deformation-induced
ε martensite phase in a normal crystallographic orientation and becomes a barrier
to the growth of the deformation-induced ε martensite phase, the volume ratio thereof
is set to be less than 15 vol%.
[0089] The tension-compression plastic deformation of the damping alloy according to the
present invention is mainly carried out in such a manner that the martensite transformation
to the ε martensite phase from the γ austenite phase and the reverse transformation
thereof alternately occur. The ε martensite phase induced at the time of the tensile
deformation is reversely transformed to the γ austenite phase when a deformation direction
is reversed to a compressive direction.
[0090] Meanwhile, the compressive deformation causes not only a reverse transformation of
the tension-induced ε martensite phase but also a new ε martensite phase having a
crystal orientation, which is different from a crystal orientation during the tension
deformation. The compression-induced ε martensite phase is also reversely transformed
to the γ austenite phase when the deformation is again reversed to the tension. In
this way, since the increase in cumulative volume ratio of the ε martensite phase
caused by the cyclic tension-compression deformation becomes smaller by cyclic formation
and extinction of the tension-induced ε martensite phase and the compression-induced
ε martensite phase in an alternate manner by the cyclic tension and compression, the
damping alloy of the present invention has excellent fatigue properties.
[0091] However, the volume ratio of the ε martensite phase gradually increases as the strain
amplitude or the number of cycles increases; and when the volume ratio thereof is
50% or more by volume, the crack initiation probability or the crack propagation rate
increases, thereby causing the fracture in some cases. Accordingly, in order for that
the number of cycles to fracture is 2000 cycles or more with respect to the tension-compression
deformation at the amplitude of 1 %, the volume ratio of the ε martensite is preferably
less than 50 vol% after the deformation is carried out by the 2000 cycles.
[0092] In addition, since the α' martensite phase leads to hardening of the alloy, the
volume ratio thereof should be less than 3 vol%. When the volume ratio of the α' martensite
phase is 3% or more by volume, the stress amplitude increases due to the hardening;
the increase in stress amplitude induces a new α' martensite phase transformation
in a chain reaction, resulting in a decrease in the number of cycles to fracture as
well as a decrease in damper performance due to an increase in stress level.
[0093] The proof stress of the damping alloy according to the present invention is set to
be 280 MPa or less. When the proof stress is higher than this value, the cross-sectional
area of the core material for the damper to be used to optimize the operation start
strength of the damper becomes too small, the buckling easily occurs at the time of
the elasto-plastic deformation. In order to avoid the buckling, a buckling stiffener
should be provided, but the installation of the buckling stiffener leads to an increase
in production costs of a damper member.
[0094] In addition, when the cyclic tension-compression deformation is carried out, the
stress amplitude increases due to cyclic hardening, but from the viewpoint of long-term
use, the stress amplitude is preferably set to be 400 MPa or less after the cyclic
tension-compression deformation at the amplitude of 1 % is carried out 100 times or
more.
[0095] When the stress amplitude exceeds 400 MPa, the yield strength of the core material
for the damper rises to become higher than the strength of the building body after
the big earthquake occurs, and thus it is difficult to operate as a damper in the
subsequent earthquake. Since the damping alloy of the present invention is the core
material for the seismic damper capable of corresponding even to the long-period ground
motion and is intended to be used for the seismic damping device of a skyscraper,
the final number of cycles leading to the fracture or buckling is 2000 cycles or more.
Examples
[0096] The present invention will be described below in detail based on Examples. Naturally,
the present invention is not limited by these Examples.
[0097] Each of alloys consisting of compound chemical compositions according to Examples
1 to 6 and Comparative Examples 1 to 8 indicated in Table 1 was prepared with 10 kg
using a vacuum induction melting furnace, and after being subjected to hot forging
and hot rolling at 1100°C, the prepared alloy was heated for one hour at 1000°C under
an argon atmosphere and then was cooled with water thereby making an ingot. The additive
amount of each component indicated in Table 1 is represented in terms of mass%.
[0098] In order to facilitate the understanding of features of compound components of Examples
and Comparative Examples in Table 1, Examples 1 to 6 are also referred to as symbols
2S, 4S, 6S, 2A, 25M8N, and 25M15C, respectively and Comparative Examples 1 to 8 are
also referred to as symbols 0S, 8S, 5M, 25M, 2N, 15N, PRE, and 30M1A, respectively.
[Table 1]
|
Symbol |
Fe |
Mn |
Cr |
Ni |
Al |
Si |
Others |
Mn equivalent weight |
Example 1 |
2S |
Bal. |
15 |
10 |
8 |
0 |
2 |
|
41 |
Example 2 |
4S |
Bal. |
15 |
10 |
8 |
0 |
4 |
|
41 |
Example 3 |
6S |
Bal. |
15 |
10 |
8 |
0 |
6 |
|
41 |
Example 4 |
2A |
Bal. |
15 |
10 |
3 |
2 |
4 |
|
41 |
Example 5 |
25M8N |
Bal. |
25 |
0 |
3 |
0 |
4 |
|
41 |
Example 6 |
25M15C |
Bal. |
25 |
15 |
0 |
0 |
4 |
|
40 |
Comparative Example 1 |
0S |
Bal. |
15 |
10 |
8 |
0 |
0 |
|
41 |
Comparative Example 2 |
8S |
Bal. |
15 |
10 |
8 |
0 |
8 |
|
41 |
Comparative Example 3 |
5M |
Bal. |
5 |
10 |
8 |
0 |
6 |
|
31 |
Comparative Example 4 |
25M |
Bal. |
25 |
10 |
8 |
0 |
6 |
|
51 |
Comparative Example 5 |
2N |
Bal. |
15 |
10 |
2 |
0 |
6 |
|
29 |
Comparative Example 6 |
15N |
Bal. |
15 |
10 |
15 |
0 |
6 |
|
55 |
Comparative Example 7 |
PRE |
Bal. |
28 |
5 |
0 |
0 |
6 |
0.5vol%-NbC |
33 |
Comparative Example 8 |
30M1A |
Bal. |
30 |
0 |
0 |
1 |
5 |
|
35 |
[0099] From each ingot of Examples 1 to 6 and Comparative Examples 1 to 8, a low-cycle fatigue
test piece having a 8 mm-diameter parallel portion was prepared by lathe working and
was subjected to a strain control low-cycle fatigue test at an amplitude of 1 % with
a triangle wave of 0.1 Hz under an atmosphere of room temperature.
[0100] Fig. 1 illustrates a relation between stress and strain of a first cycle of tension-compression
deformation in Example 2 (4S). From a state O with no deformation A, increase in tensile
strain causes an elastic deformation OA, which is followed by a plastic deformation
reaching to a point B, where tensile strain is 1%.
[0101] Thereafter, when the deformation is reversed to the compression, the curve reaches
to a point D, where strain is zero, after an elastic deformation part BC in which
tensile elastic stress decreases in proportion to a decrease in tensile strain as
tensile plastic distortion gradually decreases.
[0102] When compression deformation further proceeds, compressive plastic strain occurs.
When the compression strain reaches to a point E of -1 %, the compression deformation
is again changed into tensile strain, and an elastic deformation part EF is followed
by a plastic deformation part FG to complete the first cycle. The second cycle starts
along a curve GB' indicated by a dotted line, and then cyclic deformation is carried
out in the same manner as the first cycle.
[0103] Work energy equal to an area drawn by the stress-strain curve formed in one-cycle
deformation is converted into thermal energy, and is absorbed to mitigate the vibration.
[0104] During the tensile deformation, a start point of the plastic deformation was evaluated
by 0.2% proof stress. In addition, a stress amplitude in the tension-compression deformation
was obtained from tension-side maximum stress as illustrated in Fig. 1. The same evaluation
was performed on all of the alloys according to Examples 1 to 6 and Comparative Examples
1 to 8. In addition, Fig. 2 illustrates changes in the stress amplitude by the cyclic
tension-compression deformation of alloys according to Example 1 (2S), Example 2 (4S),
Example 3 (6S), Comparative Example 1 (0S), Comparative Example 3 (5M), Comparative
Example 4 (25M), Comparative Example 5 (2N), Comparative Example 7 (PRE), and Comparative
Example 8 (30M1A).
[0105] Many alloys indicated a generally stable stress amplitude after being repeatedly
hardened at initial 10 cycles. However, the alloy 5M was repeatedly hardened even
after 10 cycles. In addition, the alloy PRE was initially hardened small and indicated
a stable stress amplitude after being remarkably hardened from 10 cycles to 200 cycles.
In order to evaluate the changes in the stress amplitude due to the cyclic tension-compression
deformation, a stress amplitude (σa) at 100-th cycle was obtained and a hardening
rate was calculated using the following Equation (4).

Table 2 indicates proof stress, a stress amplitude at a first cycle, a stress amplitude
at 100-th cycle, a hardening rate, and the number of final cycle obtained from these
results.
[Table 2]
|
Symbol |
Proof stress σ 0.2 (MPa) |
Stress amplitude at first cycle σ a1 (MPa) |
Stress amplitude at 100-th cycleσ a100 (MPa) |
Hardening rate |
Number of fracture cycles Nf (cycles) |
Note |
Example 1 |
2S |
201 |
230 |
364 |
0.58 |
3,222 |
|
Example 2 |
4S |
222 |
285 |
362 |
0.27 |
7,319 |
|
Example 3 |
6S |
260 |
333 |
400 |
0.20 |
4,506 |
|
Example |
2A |
241 |
302 |
385 |
0.27 |
2,117 |
|
Example 5 |
25M8N |
208 |
252 |
335 |
0.33 |
2,597 |
|
Example 6 |
25M15C |
218 |
274 |
380 |
0.39 |
3,200 |
|
Comparative Example 1 |
0S |
160 |
201 |
337 |
0.68 |
1,992 |
|
Comparative Example 2 |
8S |
- |
- |
- |
- |
- |
Rolling crack |
Comparative Example 3 |
5M |
256 |
298 |
572 |
0.92 |
282 |
|
Comparative Example 4 |
25M |
300 |
334 |
401 |
0.20 |
887 |
|
Comparative Example 5 |
2N |
248 |
401 |
671 |
0.67 |
474 |
|
Comparative Example 6 |
15N |
- |
- |
- |
- |
- |
Rolling crack |
Comparative Example 7 |
PRE |
290 |
495 |
620 |
0.25 |
3,002 |
|
Comparative Example 8 |
30M1A |
237 |
308 |
437 |
0.42 |
2,067 |
|
[0106] In all alloys 2S, 4S, 6S, 2A, 25M8N, and 25M15C according to Examples 1 to 6, the
proof stress is 280 MPa or less, the stress amplitude at 100-th cycle is 400 MPa or
less, and the final number of cycles is 2000 cycles or more. In the alloy 0S according
to Comparative Example 1 not added with Si, the number of cycles to fracture was slightly
below 2000.
[0107] In the alloy 8S according to Comparative Example 2 added with Si in larger amount
than the component range of the present invention, it was not possible to prepare
test pieces due to occurrence of rolling cracks. It was considered that the crack
occurrence resulted from the formation of low-melting point intermetallic compounds.
[0108] In the alloy 5M according to Comparative Example 3 having the Mn equivalent weight
less than 31, the cyclic hardening was significant and the number of cycles to fracture
was also 1000 or less. It was considered that the cyclic hardening resulted from the
deformation-induced α' martensite phase.
[0109] In the alloy 25M according to Comparative Example 4 having the increased Mn equivalent
weight of 51, since the ε-phase is not formed by the deformation, the number of cycles
to fracture was 1000 or less.
[0110] In the alloy 2N according to Comparative Example 5 in which the additive amount of
Ni was 2 mass% lower than the inventive material and consequently, the Mn equivalent
weight was reduced to 29, the cyclic hardening was significantly high and the number
of cycles to fracture was also 1000 or less. It was considered that this resulted
in the formation of the ε martensite phase of 50% or more by volume and the α' martensite
phase.
[0111] In the alloy 15N according to Comparative Example 6 containing Ni of 15 mass% with
more concentration than the alloys of Examples, cracks occurred during hot rolling,
and thus test pieces could not be prepared. It was considered that this was because
Ni formed a low-melting point intermetallic compound by reacting with Si.
[0112] The alloy PRE according to Comparative Example 7 is a damping alloy added with NbC
precipitates which is disclosed in Patent Literature 5. The number of cycles to fracture
is 3000 cycles or more which is excellent, but the stress amplitude is 620 MPa which
is very high.
[0113] The alloy 30M1A according to Comparative Example 8 is an Al-added damping alloy disclosed
in Patent Literature 6. The number of cycles to fracture is 2000 or more and the stress
amplitude is also low, but since the content of Mn of 30 mass% is included, it is
not suitable for mass production.
[0114] From these results, it was confirmed that the damping alloy according to Examples
1 to 6 satisfying conditions defined in the present invention is a damping alloy in
which proof stress and stress amplitude after cyclic tension-compression deformation
are lowered and the number of cycles to fracture is increased compared to the alloys
according to Comparative Examples 1 to 8 deviated from the conditions of the present
invention, the damping alloy being capable of being used in a maintenance-free manner
even after long-period ground motion and being mass-produced.
Industrial Applicability
[0115] By using the damping alloy according to the present invention, it is possible to
manufacture a low-cost seismic damping device, which is capable of being operated
at low stress and being used in maintenance-free manner even when being exposed to
earthquakes repeatedly, as an elasto-plastic damper for restraining vibrations of
architectural constructions caused by an earthquake, swing by wind, or the like.
[0116] As a high-performance damper without impairing the damping performance even when
a large amplitude swing such as a long-period ground motion occurs for a long period
of time, it is possible to be especially used in the damping of a skyscraper. In addition,
it is expected that the effect of restraining the vibration of places deformed repeatedly
by the large strain is exhibited in all forms of the architectural constructions such
as chemical plants, power plants, halls, towers, fuel tanks, elevated railroads or
roads, bridges, pipelines, tunnels, or wind power generation facilities.