Technical Field
[0001] The present invention relates to a high-tensile strength steel that is used in ships,
marine structures, line pipes, pressure vessels, and so on and relates to a method
of manufacturing the steel. Specifically, the present invention relates to a high-tensile
strength steel that has a yield stress (YS) of 460 MPa or more and is not only excellent
in strength and toughness of base material but also excellent in weld zone toughness
(crack tip opening displacement (CTOD) properties) and relates to a method of manufacturing
the steel.
Background Art
[0002] Steels used in ships, marine structures, and so on are usually formed into structures
having desired shapes by welding joints. Therefore, from the viewpoint of ensuring
safety of structures and so on, it is required not only that the base material itself
is excellent in strength and toughness but also that the weld zone (weld metal and
heat-affected zone) of a weld joint is excellent in toughness.
[0003] As evaluation standards of toughness of steels, conventionally, absorbed energy in
a Charpy impact test has been mainly used. However, recently, in order to increase
the reliability, a crack tip opening displacement test (hereinafter abbreviated to
"CTOD test") is often used. In this test, a test piece having a fatigue precrack in
a toughness-evaluating portion is subjected to three-point bending, and the value
of opening displacement (value of plastic deformation) of the bottom of crack immediately
before breaking is measured to evaluate occurrence resistance of brittle fracture.
[0004] Generally, steels having large thicknesses, as in those used in the above-mentioned
purposes, are usually subjected to multi-pass welding. In such welding, since the
heat-affected zone experiences a complicated thermal history, there are problems that
local embrittlement tends to occur and that, in particular, the bond zone (boundary
between a weld metal and a base material) and the inter-critically reheated zone (region
that is coarse-grained in the first cycle of welding and is heated into a two-phase
region of a and y in the second cycle) are largely decreased in toughness. This is
because that since the bond zone is exposed to a high temperature just below the melting
point, austenite grains are coarsened and are, by subsequent cooling, transformed
into a brittle upper bainitic structure. In addition, in the bond zone, embrittlement
structures such as a Widmannstatten structure and island martensite (Martensite-Austenite
constituent) are formed, and thereby the toughness is further deteriorated.
[0005] As a countermeasure against the problems mentioned above, for example, a technique
of finely dispersing TiN in a steel in order to prevent the coarsening of austenite
grains or to use as nuclei of ferrite transformation has been put into practical use.
Furthermore, Japanese Examined Patent Application Publication No.
03-053367 and Japanese Unexamined Patent Application Publication No.
60-184663 disclose techniques of dispersing fine particles in a steel by combined addition
of a rare-earth metal (REM) and Ti for preventing the growth of austenite grains and
improving the toughness of the weld zone. In addition to the above, proposed are a
technique of dispersing an oxide of Ti, a technique of combining ferrite nucleus-forming
ability of BN with oxide dispersion, and also a technique of increasing toughness
by controlling the shape of sulfide by adding Ca or REM.
[0006] The inter-critically reheated zone, that is, a region that is exposed to a high temperature
just below the melting point in the first welding and is reheated to a two-phase region
of ferrite and austenite in the subsequent welding is most embrittled. This is because
that carbon is enriched in the austenite region by reheating to a two-phase region,
and this allows the formation of a brittle bainitic structure containing island martensite
during cooling, resulting in a decrease in toughness. Accordingly, as a countermeasure
against the above, a technique of preventing the formation of island martensite by
reducing the amounts of C and Si and also ensuring the base material strength by adding
Cu is disclosed (for example, Japanese Unexamined Patent Application Publication No.
05-186823).
[0007] Furthermore, Japanese Unexamined Patent Application Publication No.
2007-231312 discloses, as a method for preventing the formation of an embrittlement structure
due to reheating in welding, a technique of increasing the toughness of the welded
heat-affected zone (CTOD properties) by adding Ni, while adjusting the amount of Ca
added for controlling the shape of sulfide within an appropriate range.
[0008] However, though the problem of a reduction in toughness of the heat-affected zone
is improved to a certain extent by the above-described conventional techniques, some
problems to be solved are left. For example, in the technique using TiN, the effect
is lost in the bond zone that is heated to a temperature range at which TiN is dissolved,
and also a significant decrease in toughness may occur by embrittlement of the base
structure due to a Ti solid solution and a N solid solution. The technique of using
an oxide of Ti has a problem that the fine dispersion of the oxide cannot be sufficiently
uniform. Furthermore, recently, along with an increase in size of ships and marine
structures, steels used therein are required to have higher strengths and larger thicknesses.
In order to correspond to these requirements, on the contrary to the technique of
Japanese Unexamined Patent Application Publication No.
05-186823, it is effective to add large amounts of alloy elements. However, the addition of
large amounts of alloy elements causes the formation of an embrittlement structure
and thus decrease in toughness of the welded heat-affected zone. Furthermore, in the
technique disclosed in Japanese Unexamined Patent Application Publication No.
2007-231312, the addition of Ni, which is effective for increasing the toughness of a matrix
(effect of a Ni solid solution), is indispensable as a measure for increasing the
strength and the thickness, which causes a problem of an increase in cost.
[0009] Accordingly, it is an object of the present invention to solve the problems of the
conventional techniques and thereby to propose a high-tensile strength steel that
is not only excellent in strength and toughness of the base material but also excellent
in toughness of the welded heat-affected zone, even in thick high-strength steel plate
that are necessarily increased in the amounts of alloy elements, and to propose a
method of properly manufacturing the steel.
Disclosure of Invention
[0010] The present invention provides a high-tensile strength steel having a component composition
including C: 0.03 to 0.10 mass%, Si: 0.30 mass% or less, Mn: 1.60 to 2.30 mass%,
[0011] P: 0.015 mass% or less, S: 0.005 mass% or less, Al: 0.005 to 0.06 mass%, Nb: 0.004
to 0.05 mass%, Ti: 0.005 to 0.02 mass%, N: 0.001 to 0.005 mass%, Ca: 0.0005 to 0.003
mass%, and the balance of Fe and inevitable impurities so that Ca, S, and O satisfy
the following expression (1):

wherein, Ca, S, and O represent the respective contents (mass%) of the elements.
[0012] The high-tensile strength steel of the present invention can further include one
or more selected from the group consisting of B: 0.0003 to 0.0025 mass%, V: 0.2 mass%
or less, Cu: 1 mass% or less, Ni: 2 mass% or less, Cr: 0.7 mass% or less, and Mo:
0.7 mass% or less, in addition to the above-mentioned component composition.
[0013] Furthermore, the present invention proposes a method of manufacturing the high-tensile
strength steel. The method includes heating a steel slab having a component composition
including C: 0.03 to 0.10 mass%, Si: 0.30 mass% or less, Mn: 1.60 to 2.30 mass%, P:
0.015 mass% or less, S: 0.005 mass% or less, Al: 0.005 to 0.06 mass%, Nb: 0.004 to
0.05 mass%, Ti: 0.005 to 0.02 mass%, N: 0.001 to 0.005 mass%, Ca: 0.0005 to 0.003
mass%, and the balance of Fe and inevitable impurities so that Ca, S, and O satisfy
the following expression (1):

wherein, Ca, S, and O represent the respective contents (mass%) of the elements, to
1050 to 1200 °C; hot-rolling the slab in such a manner that the cumulative rolling
reduction in the temperature range of 950°C or higher is 30% or more and the cumulative
rolling reduction in the temperature range of lower than 950°C is 30 to 70%; then
performing former cooling for cooling the steel from the finishing rolling temperature
to a cooling termination temperature of 600 to 450°C at a cooling rate of 5 to 45°C/sec,
more preferably, 5 to 20°C/sec, and latter cooling for cooling the steel from the
former cooling termination temperature to a cooling termination temperature of 450°C
or lower at a cooling rate of 1°C/sec or more and less than 5°C/sec.
[0014] Furthermore, in the manufacturing method of the present invention, the slab can further
include one or more selected from the group consisting of B: 0.0003 to 0.0025 mass%,
V: 0.2 mass% or less, Cu: 1 mass% or less, Ni: 2 mass% or less, Cr: 0.7 mass% or less,
and Mo: 0.7 mass% or less, in addition to the above-mentioned component composition.
[0015] Furthermore, the manufacturing method of the present invention can subject the steel
after the latter cooling to tempering at 450 to 650°C.
[0016] According to the present invention, a high-strength steel where the base material
has a high strength with a yield stress of 460 MPa or more and is excellent in toughness
and also the heat-affected zone after welding is excellent in toughness (CTOD properties)
can be manufactured inexpensively. Therefore, the invention highly contributes to
an increase in size of ships, marine structures, and so on.
Brief Description of Drawings
[0017]
[Fig. 1] Fig. 1 is a graph showing an effect of former cooling rate (cooling rate
from the finishing rolling temperature to a cooling termination temperature of 600
to 450°C) after hot-rolling on base material properties.
Best Modes for Carrying Out the Invention
[0018] The present inventors have intensively investigated methods that can increase the
strength and toughness of the base material of a thick high-tensile strength steel
and also improve the toughness of the welded heat-affected zone. As a result, it has
been found that since a decrease in toughness of a welded heat-affected zone is caused
by formation of an embrittlement structure, in order to increase the toughness of
the welded heat-affected zone, prevention of coarsening of austenite grains in a region
that is heated to a high temperature in welding and also uniform and fine dispersion
of transformation nuclei for accelerating ferrite transformation in cooling after
the welding are effective.
[0019] Accordingly, the present inventors have further investigated methods for preventing
the formation of embrittlement structures and, as a result, have found the facts that
adjustment of the amount of Ca added for controlling the shape of sulfide to an appropriate
range is effective and that addition of Mn is effective for increasing the toughness
(CTOD properties) of a welded heat-affected zone.
[0020] Furthermore, effects of rolling conditions on the strength and toughness of base
materials have been investigated, and, as a result, it has been found that a steel
plate of which main structure is an acicular ferrite structure can be obtained by
conducting cooling after rolling by two-stage cooling consisting of former cooling
at a high cooling rate and latter cooling at a low cooling rate and appropriately
controlling both the cooling rates, and thereby a high-tensile strength steel excellent
in strength and toughness of the base material can be manufactured. Furthermore, it
has been found that, in order to further increase the strength and toughness of the
base material, it is important to effectively use Nb, which is highly effective for
forming a non-recrystallization zone in a low temperature range of austenite. Thus,
the present invention has been finally accomplished by appropriately combining these
techniques.
[0021] The basic technological concept of the present invention will be described.
[0022] A first aspect of the present invention is that, in order to increase the toughness
of the welded heat-affected zone, crystallization of a compound (CaS) of Ca added
for controlling the shape of sulfide is effectively utilized. Since the CaS is crystallized
at a lower temperature compared to oxide, its uniform fine dispersion is possible.
In addition, since a S solid solution is ensured even after crystallization of CaS
by controlling the CaS addition amount and the dissolved oxygen amount in a molten
steel when it is added to an appropriate ranges, MnS is precipitated on the surface
of CaS to form complex sulfide. It is known that MnS has potential for ferrite nucleus,
and a Mn depleted zone is formed in the periphery of precipitated MnS. Therefore,
ferrite transformation is further accelerated. This effect of the Mn depleted zone
can be further effectively exhibited by increasing the amount of Mn added to the steel.
In addition, ferrite transformation nuclei such as TiN, BN, or AlN are precipitated
on the precipitated MnS, which accelerates further ferrite transformation.
[0023] In addition, an increase in the Mn addition amount can effectively increase the base
material strength in such a manner that island martensite, which is an embrittlement
structure, is not formed as far as possible in the welded heat-affected zone. This
is because that the island martensite formed during the cooling after welding tends
to be decomposed to cementite by increasing the Mn addition amount thereby to reduce
the island martensite in the heat-affected zone structure. As a result of these effects,
the toughness of the welded heat-affected zone can be ensured without requiring addition
of Ni.
[0024] According to the technique described above, ferrite transformation nuclei that are
not dissolved even at high temperature can be finely dispersed thereby to reduce the
welded heat-affected zone structure in size, and also high toughness can be obtained
by preventing the formation of island martensite (M-A constituent) as far as possible.
In addition, since the first welded heat-affected zone structure is reduced in size,
even in the region reheated into two-phase region by a heat cycle in multilayer welding,
the toughness of the untransformed region is increased. Furthermore, since the austenite
grains that are retransformed are also reduced in size, the degree of a decrease in
toughness can be controlled to be small.
[0025] A second aspect of the present invention is that the cooling after rolling of a steel
is performed by two-stage cooling of former cooling and latter cooling, wherein the
cooling rate of the former cooling is higher than that of the latter cooling. This
point will be described on the basis of experimental results.
[0026] A steel slab including C: 0.08 mass%, Si: 0.2 mass%, and Mn: 1.8 mass% as basic components
was heated to 1150°C and then hot-rolled in such a manner that the cumulative rolling
reduction in the temperature range of 950°C or higher was 40%, the cumulative rolling
reduction in the temperature range of lower than 950°C was 50%, and the finishing
rolling temperature was 850°C, and then former cooling for cooling the steel from
the rolling completion temperature to 500°C at a cooling rate of 5 to 45°C/sec, more
preferably, 5 to 20°C/sec, and latter cooling for cooling the steel to 350°C at a
cooling rate of 3°C/sec were performed, followed by air cooling to give a thick steel
sheet having a thickness of 10 to 50 mm. The thick steel plate was examined for tensile
strength properties and toughness properties at -40°C (Charpy impact absorbed energy).
[0027] Regarding the results of the measurement, Fig. 1 shows an effect of former cooling
rate on the strength and toughness of the base material. It is confirmed that a steel
excellent in strength-toughness balance such that the strength is high so as to have
a yield stress of 460 MPa or more and the vE-40°C is 200 J or more can be obtained
by controlling the cooling rate of the former cooling from the finishing rolling temperature
to 500°C to the range of 5 to 45°C/sec.
[0028] Furthermore, it was confirmed that the main microstructure of the steel plate thus
cooled at the above-mentioned cooling rate is acicular ferrite. In general, when a
high strength steel is tried to be obtained, a relatively coarse upper bainitic microstructure
that contains, for example, island martensite between laths is formed, resulting in
a large decrease in toughness. Accordingly, in order to achieve both high strength
and high toughness, it is necessary to form a finer acicular ferrite microstructure
by, for example, adjusting the rolling conditions. However, the present inventors
have found the fact that a steel sheet excellent in strength-toughness balance can
be obtained by performing the cooling after rolling by two steps of former cooling
and latter cooling, wherein the cooling rate of the latter cooling is lower than that
of the former cooling and both the cooling rates are appropriately controlled, thereby
to form a structure of mainly acicular ferrite. This is because that the microstructure
after transformation can become a dense acicular ferrite instead of a coarse bainitic
microstructure by performing the former cooling at a higher cooling rate than that
of the latter cooling to increase the transformation nucleation density. Furthermore,
it has been found that the cooling rate of the latter cooling is required to be controlled
in an appropriate range because that when the cooling rate is too higher than that
of the former cooling, island martensite is formed to decrease the toughness of the
base material and, in contrast, that when the cooling rate of the latter cooling is
too low, the strength of the base material is decreased.
[0029] The present invention has been thus accomplished based on the above-described findings.
[0030] Next, the chemical composition that should be possessed by the high-tensile strength
steel according to the present invention will be described.
C: 0.03 to 0.10 mass%
[0031] C is an element that most largely affects the strength of a steel and is necessary
to be contained in an amount of 0.03 mass% or more for ensuring strength (YS ≥ 460
MPa) required in structural steels. However, conversely, when the amount is too large,
a decrease in toughness of the base material and cold cracking during welding are
caused. Therefore, the upper limit is determined to be 0.10 mass%.
Si: 0.30 mass% or less
[0032] Si is a component that is added as a deoxidizing material and also for highly strengthening
a steel. In order to obtain such effects, it is preferable that the addition amount
be 0.01 mass% or more. However, when the amount is higher than 0.30 mass%, the toughness
of the base material and the weld zone is reduced. Therefore, the amount has to be
0.30 mass% or less and is preferably in the range of 0.01 to 0.20 mass%.
Mn: 1.60 to 2.30 mass%
[0033] Mn is an element effective for ensuring the strength of the base material, but, in
the present invention, Mn is an important element that is added for accelerating the
reduction of a welded heat-affected zone structure in size and also preventing the
formation of an embrittlement structure as far as possible thereby to increase the
toughness of the welded heat-affected zone (CTOD properties). In order to achieve
these effects, an addition amount of 1.60 mass% or more is necessary. Conversely,
since an amount larger than 2.30 mass% significantly decreases the toughness of the
base material and the weld zone, the amount is 2.30 mass% or less and is preferably
in the range of 1.65 to 2.15 mass%.
P: 0.015 mass% or less
[0034] P is an impurity that is inevitably contained. When the amount is lager than 0.015
mass%, the toughness of the base material and the weld zone is decreased, and therefore
the amount is limited to 0.015 mass% or less and preferably 0.010 mass% or less.
S: 0.005 mass% or less
[0035] S is an impurity that is inevitably contained. When the amount is larger than 0.005
mass%, the toughness of the base material and the weld zone is decreased, and therefore
the amount is limited to 0.005 mass% or less and preferably 0.0035 mass% or less.
Al: 0.005 to 0.06 mass%
[0036] Al is an element to be added for deoxidizing the molten steel and is required to
be contained in an amount of 0.005 mass% or more. On the other hand, an amount larger
than 0.06 mass% decreases the toughness of the base material and also causes interfusion
with a weld metal by dilution due to welding, which decreases the toughness. Therefore,
the amount is necessarily limited to 0.06 mass% or less and preferably 0.010 to 0.055
mass%.
Nb: 0.004 to 0.05 mass%
[0037] Nb enlarges a non-recrystallization zone in a low temperature range of austenite.
Therefore, the base material structure can be reduced in size and increased in toughness
by conducting rolling in such a temperature range. In addition, precipitation strengthening
can be achieved by conducting tempering after the rolling and cooling. Therefore,
Nb is an important element from the viewpoint of strengthening the steel. In order
to obtain the above-described effects, Nb is necessarily contained in an amount of
0.004 mass% or more. However, when Nb is added in an excessive amount of higher than
0.05 mass%, the toughness of the weld zone is decreased. Therefore, the upper limit
is determined to be 0.05 mass%.
Ti: 0.005 to 0.02 mass%
[0038] Ti is precipitated as TiN when molten steel is solidified thereby to prevent the
austenite in the weld zone from being coarsened and also acts as ferrite transformation
nuclei thereby to contribute to an increase in toughness of the weld zone. In order
to obtain the effects, Ti is necessarily contained in an amount of 0.005 mass% or
more. When the amount is less than 0.005 mass%, the effect is small, but an amount
larger than 0.02 mass% causes coarsening of TiN grains, and, thereby, the effect increasing
the toughness of the base material and the weld zone cannot be obtained. Therefore,
the Ti addition amount is determined to be in the range of 0.005 to 0.02 mass%.
N: 0.001 to 0.005 mass%
[0039] N is an element necessary for forming TiN that prevents the weld zone structure from
being coarsened and is contained in an amount of 0.001 mass% or more. On the other
hand, when the amount is larger than 0.005 mass%, the N solid solution significantly
decreases the toughness of the base material and the weld zone. Therefore, the upper
limit is determined to be 0.005 mass%. Incidentally, in order to form TiN in an amount
sufficient for pinning to prevent the structure from being coarsened, the N amount
is preferably in the range of 0.003 to 0.005 mass%.
Ca: 0.0005 to 0.003 mass%
[0040] Ca is an element that increases the toughness by fixing S. In order to realize this
effect, it is necessary to be contained in an amount of at least 0.0005 mass%. However,
in an amount larger than 0.003 mass%, the effect is saturated. Therefore, Ca is contained
in the range of 0.0005 to 0.003 mass%.

[0041] In order to finely disperse CaS serving as a ferrite transformation nucleus that
is not dissolved even at high temperature, Ca, S, and O are necessarily contained
so as to satisfy the following expression (1):

wherein, Ca, S, and O represent the respective contents (mass%) of the elements. In
the expression, (Ca-(0.18+130×Ca)×O)/1.25/S) is a value showing the ratio of atomic
concentrations of Ca and S for effectively controlling the shape of sulfide and suggests
the shape of the sulfide (
Mochida, et al., "Tetsu to Hagane (Iron and Steel)", The Iron and Steel Institute
of Japan, vol. 66 (1980), No. 3, pp. 354-362).
[0042] That is, when the value of ((Ca-(0.18+130×Ca)×O)/1.25/S) is 0 or less, CaS is not
crystallized. Therefore, since S is precipitated in a MnS form alone, fine dispersion
of ferrite transformation nuclei in the welded heat-affected zone, which is the focus
of the present invention, cannot be achieved. Furthermore, MnS precipitated alone
is elongated in rolling process, resulting in a decrease in toughness of the base
material.
[0043] On the other hand, when the value of ((Ca-(0.18+130×Ca)×O)/1.25/S) is 1 or more,
S is completely fixed with Ca, and MnS that acts as a ferrite transformation nucleus
is not precipitated on CaS. Therefore, complex sulfide cannot sufficiently act as
a ferrite transformation nucleus.
[0044] Compared with the above, when Ca, S, and O satisfy the expression (1), MnS is precipitated
on CaS to form complex sulfide and can effectively function as a ferrite transformation
nucleus. Incidentally, the value of ((Ca-(0.18+130xCa)xO)/1.25/S) is preferably in
the range of 0.2 to 0.8.
[0045] The high-tensile strength steel of the present invention can contain one or more
selected from the group consisting of B, V, Cu, Ni, Cr, and Mo for further increasing
strength and toughness, in addition to the above-described essential components.
B: 0.0003 to 0.0025 mass%
[0046] B segregates in an austenite grain boundary and thereby to prevent ferrite transformation
that occurs from the grain boundary, which increases the fraction of a bainitic structure
thereby to achieve an effect of strengthening the steel. Such an effect can be achieved
when the addition amount is 0.0003 mass% or more. However, when the amount is larger
than 0.0025 mass%, conversely, the toughness is decreased. The amount of B is more
preferably in the range of 0.0005 to 0.002 mass%.
V: 0.2 mass% or less
[0047] V is an element effective for increasing the strength and toughness of the base material
and is precipitated as VN, which also acts as a ferrite transformation nucleus. In
order to obtain the effects, the amount to be added is preferably 0.01 mass% or more.
However, when the addition amount is larger than 0.2 mass%, contrarily, a decrease
in toughness is caused. Therefore, the amount to be added is preferably 0.2 mass%
or less, and more preferably 0.15 mass% or less.
Cu: 1 mass% or less
[0048] Cu is an element having an effect of increasing the strength of a steel. In order
to obtain the effect, it is preferably to be contained in an amount of 0.05 mass%
or more. However, when the amount is larger than 1 mass%, hot brittleness causes surface
defects of the steel plate. Therefore, the addition amount is preferably in the range
of 1 mass% or less and more preferably 0.8 mass% or less.
Ni: 2 mass% or less
[0049] Ni is an element effective for increasing the strength of a steel and the CTOD properties
of the welded heat-affected zone. In order to obtain the effects, the addition amount
is preferably 0.05 mass% or more. However, since Ni is an expensive element, it is
preferably to determine the upper limit to be 2.0 mass%. When the Mn addition amount
is 1.6 % or more as in this application, the amount of Ni is further preferably less
than 0.3% from the viewpoint of a reduction in cost.
Cr: 0.7 mass% or less
[0050] Cr is an element effective for strengthening the base material. In order to obtain
the effect, the addition amount is preferably 0.05 mass% or more. However, since a
large amount of Cr, adversely affects the toughness, the upper limit is preferably
determined to be 0.7 mass%, more preferably, 0.5 mass% or less.
Mo: 0.7 mass% or less
[0051] Mo is an element effective for strengthening the base material as in Cr. In order
to obtain the effect, the addition amount is preferably 0.05 mass% cr more. However,
since a large amount of Mo, adversely affects the toughness, the upper limit is preferably
determined to be 0.7 mass%, more preferably, 0.5 mass% or less.
[0052] Next, the high-tensile strength steel structure of the present invention will be
described.
[0053] Microstructure of the high-tensile strength steel of the present invention is mainly
composed of an acicular ferrite, and its area ratio is preferably 60% or more and
more preferably 70% or more. If the area ratio of the acicular ferrite is less than
60% and a coarse upper bainite is increased, the toughness is decreased. Incidentally,
the upper limit of the area ratio is not particularly limited. The acicular ferrite
microstructure of the high-tensile steel of the present invention is bainitic ferrite
with a high dislocation density having morphology of fine needle-like or lath-like
shape and is different from a polygonal ferrite or coarse upper bainite.
[0054] Next, the method of manufacturing the high-tensile strength steel of the present
invention will be described.
[0055] It is preferable that the high-tensile strength steel of the present invention be
manufactured as a high-tensile strength steel having a large thickness by ingoting
a molten steel having the above-described component composition of the present invention
by a common method using a converter furnace, an electric furnace, a vacuum melting
furnace, or the like, making a steel material such as a slab by a common step such
as continuous-casting or ingot-casting-blooming, and then hot-rolling the steel material.
On this occasion, it is necessary to adjust the heating temperature of the steel material
to the range of 1050 to 1200°C in advance the hot-rolling. A heating temperature of
not lower than 1050°C is necessary for certainly pressure-bonding cast defects, which
are present in the as-cast steel material, by the hot-rolling. However, since heating
to a temperature higher than 1200°C coarsens TiN that has been precipitated during
solidification and decreases the toughness of the base material and the weld zone,
the heating temperature is necessarily regulated to 1200°C or less.
[0056] Then, the steel material heated to the above-mentioned temperature is subjected to
hot-rolling in such a manner that the cumulative rolling reduction in the temperature
range of 950°C or higher is 30% or more and the cumulative rolling reduction in the
temperature range of lower than 950°C is 30 to 70% to obtain a high-tensile strength
steel having a set thickness. The hot-rolling is performed at a cumulative rolling
reduction of 30% in the temperature range of 950°C or higher because that the austenite
grains are recrystallized to make the microstructure fine by regulating the cumulative
rolling reduction in this temperature range to 30% or more, but the abnormally coarsened
grains produced in the heating are left when the cumulative rolling reduction is lower
than 30% to adversely affect the toughness of the base material.
[0057] In addition, the hot-rolling is performed at a cumulative rolling reduction of 30
to 70% in the temperature range of lower than 950°C because that since the austenite
grains rolled in this temperature range are not sufficiently recrystallized thereby
to hold the elongated shape after the rolling, a large amount of defects such as deformation
bands are introduced, and thereby the internal strain becomes high. In addition, the
cumulative internal energy works as a driving force for the subsequent ferrite transformation
to accelerate the ferrite transformation. However, when the cumulative rolling reduction
is lower than 30%, the cumulative internal energy is not sufficient. Therefore, the
ferrite transformation hardly occurs thereby to decrease the toughness of the base
material. On the other hand, a cumulative rolling reduction of higher than 70% accelerates
the formation of polygonal ferrite and prevents the formation of acicular ferrite,
and, therefore, high strength and high toughness cannot be simultaneously achieved.
[0058] The subsequent cooling after the completion of the hot-rolling is performed by former
cooling and latter cooling, and the cooling rate of the former cooling is relatively
higher than that of the latter cooling. That is, it is necessary that the former cooling
is performed from the finishing rolling temperature to a cooling termination temperature
of 600 to 450°C, preferably, from the finishing rolling temperature to a cooling termination
temperature of 580 to 480°C at a cooling rate of 5 to 45°C/sec, preferably 5 to 20°C/sec,
and further preferably 6 to 16°C/sec, and then the latter cooling is performed from
the former cooling termination temperature to the latter cooling termination temperature
of 450°C or less, preferably, from the former cooling termination temperature to the
cooling termination temperature of 400 to 250°C at a cooling rate of 1°C/sec or more
and less than 5°C/sec, more preferably, 2 to 4.5°C/sec.
[0059] When the cooling termination temperature of the former cooling is higher than the
above-mentioned temperature range, the strength is hardly increased. Conversely, when
the temperature is lower than the above-mentioned temperature range, the toughness
is deteriorated. In addition, when the former cooling rate is lower than the lower
limit of the above-mentioned range, the dominant microstructure is polygonal ferrite,
and therefore an increase in the strength is not obtained. Conversely, when the rate
is higher than the upper limit of the above-mentioned range, the toughness is decreased.
Furthermore, when the cooling termination temperature of the latter cooling is higher
than the upper limit of the above-mentioned temperature range, the increase of the
strength is insufficient. In addition, the latter cooling rate is lower than the lower
limit of the above-mentioned range, the base material suffers from a shortage of strength.
Conversely, when the rate is higher than the upper limit of the above-mentioned range,
the toughness of the base material is decreased. In addition, when the latter cooling
rate is too higher than that of the former cooling rate, island martensite is formed
thereby to decrease the toughness of the base material.
[0060] Incidentally, in the present invention, in order to reduce the residual internal
stress, the steel material after the cooling may be subjected to tempering in the
temperature range of 450 to 650°C. When the temperature of the tempering is lower
than 450°C, the effect removing the residual stress is small. On the other hand, when
the temperature is higher than 650°C, various types of carbonitrides are precipitated
thereby to cause precipitation strengthening and decrease the toughness, which is
undesirable.
[0061] As described above, in the method of manufacturing a high-tensile strength steel
of the present invention, it is important to appropriately control the cumulative
rolling reduction according to the rolling temperature in the hot-rolling and to appropriately
control the two-stage cooling conditions after the completion of the rolling. In particular,
by setting the cooling rate of the former cooling to be larger than that of the latter
cooling, the main structure of the base material becomes acicular ferrite, and thereby
a steel material excellent in strength-toughness balance can be obtained.
[0062] Furthermore, in the present invention, a high strength steel in which the base material
has a high strength of a yield stress of 550 MPa or more and is excellent in toughness
and also the heat-affected zone after welding is excellent in toughness (CTOD properties)
can be inexpensively manufactured by controlling the amount of N in the chemical components
to be higher than 0.0030%, the cooling rate in the former cooling to higher than 20°C/sec
and not higher than 45°C/sec, the cooling termination temperature of the former cooling
to 450°C or higher and lower than 500°C.
Example
[0063] Thick steel sheets having thicknesses of 25 to 80 mm were manufactured using steel
slabs Nos. 1 to 31 having component compositions shown in Tables 1-1 and 1-2 as materials
by performing hot-rolling, former cooling, and latter cooling under conditions shown
in Tables 2-1 and 2-2. Incidentally, the temperatures shown in Tables 2-1 and 2-2
are each that of one-fourth thickness portion calculated from the steel plate surface
temperature measured with a radiation thermometer. Samples prepared from the thus
obtained thick steel plates were subjected to a tensile test and a Charpy impact test.
In the tensile test, JIS #4 tensile test pieces were sampled from one-fourth thickness
portions of the thick steel plates in such a manner that the longitudinal axis direction
of each test piece was parallel to the rolling direction, and the yield stress (YS)
and tensile strength (TS) of the test pieces were measured. In the Charpy impact test,
JIS #4 impact test pieces were sampled from one-fourth thickness portions of the thick
steel plates parallel to transverse direction, and the absorbed energy at -40°C (vE-40°C)
was measured. A test piece satisfying all of YS ≥ 460 MPa, TS ≥ 570 MPa, and vE-40°C
≥ 200 J was determined to have satisfactory base material properties.
[0064] Furthermore, test plates prepared from the thick steel plates that satisfy all the
above-mentioned criteria of YS, TS, and vE-40°C as the base material properties were
each provided with a single bevel groove (bevel angle: 30°). The test plate was subjected
to CO
2 arc welding at a heat input amount of 25 kJ/cm to produce a weld joint. A CTOD test
piece provided with a notch in the straight bond zone of the single bevel groove was
prepared from each weld joint and subjected to a CTOD test at -10°C. Incidentally,
the preparation of the CTOD test pieces and the test conditions were in accordance
with British standard BS 7448. In addition, JIS #4 impact test pieces having notches
in the bond zones were prepared and were each subjected to the Charpy impact test
at -40°C and measured for the absorbed energy (vE-40°C).
[0065] The test results are also shown in Tables 2-1 and 2-2. These results confirm that
in the steel plates of the present invention, the base material has a yield stress
(YS) of 460 MPa or more and a Charpy absorbed energy (vE-40°C) of 200 J or more and
is thus excellent in both the strength and the toughness, and also the welded heat-affected
zone is excellent in toughness such that the bond zone of a CO
2 arc welding joint has a vE-40°C of 200 J or more and a CTOD value of 0.10 mm or more.
On the other hand, in Comparative Examples that are out of the scope of the present
invention, the resulting steel plates are unsatisfactory in any one or more of the
above-mentioned characteristics.
[0066] Furthermore, the steel plates of Nos. 11 to 17, which are steel plates according
to the present invention and contain N in amounts of larger than 0.0030 mass%, are
excellent such that all the CTOD values of weld zones are 0.45 mm or more due to the
pinning effect of TiN.
[0067] Furthermore, in both the steel plates of Nos. 15 and 16, which are steel plates of
the present invention and contain N in amounts of larger than 0.0030 mass% and of
which manufacturing conditions are that the cooling rate of the former cooling after
hot-rolling is higher than 20°C/sec and not higher than 45°C/sec and the former cooling
termination temperature is 450°C or higher and lower than 500°C, the base materials
have high strength such that the yield stresses are 550 MPa or more.
Industrial Applicability
[0068] The high-tensile strength steels of the present invention can be properly used not
only in ships, marine structures, line pipes, and pressure vessels but also in steel
structures that are assembled by welding in the fields of constructions, civil works,
and so on.
Table 1-1
No. |
Chemical Component (mass%) |
Notes |
C |
Si |
Mn |
P |
S |
Al |
Nb |
Ti |
N |
Ca |
O |
B |
V |
Cu |
Ni |
Cr |
Mo |
Ceq *1 |
ACR *2 |
1 |
0.056 |
0.10 |
2.05 |
0.005 |
0.0018 |
0.026 |
0.030 |
0.01 |
0.001 |
0.0030 |
0.0035 |
- |
- |
0.22 |
0.23 |
- |
- |
0.428 |
0.447 |
Example |
2 |
0.055 |
0.08 |
2.15 |
0.009 |
0.0015 |
0.044 |
0.029 |
0.01 |
0.0038 |
0.0024 |
0.0017 |
- |
- |
- |
- |
0.11 |
- |
0.435 |
0.834 |
Example |
3 |
0.076 |
0.13 |
2.02 |
0.010 |
0.0021 |
0.027 |
0.022 |
0.014 |
0.0028 |
0.0014 |
0.0024 |
- |
- |
- |
- |
- |
0.20 |
0.453 |
0.202 |
Example |
4 |
0.077 |
0.08 |
1.99 |
0.009 |
0.0034 |
0.050 |
0.025 |
0.011 |
0.0047 |
0.0023 |
0.0028 |
- |
- |
0.34 |
0.19 |
- |
- |
0.444 |
0.226 |
Example |
5 |
0.063 |
0.18 |
2.12 |
0.005 |
0.0016 |
0.047 |
0.021 |
0.014 |
0.0019 |
0.0019 |
0.0016 |
- |
- |
- |
- |
0.21 |
- |
0.458 |
0.608 |
Example |
6 |
0.052 |
0.06 |
2.14 |
0.004 |
0.0026 |
0.016 |
0.034 |
0.018 |
0.0019 |
0.0011 |
0.0012 |
0.0019 |
- |
- |
- |
- |
- |
0.409 |
0.219 |
Example |
7 |
0.085 |
0.16 |
2.14 |
0.008 |
0.0019 |
0.030 |
0.033 |
0.017 |
0.0024 |
0.0013 |
0.0022 |
- |
0.016 |
- |
- |
- |
0.12 |
0.469 |
0.224 |
Example |
8 |
0.036 |
0.19 |
1.78 |
0.005 |
0.0026 |
0.017 |
0.019 |
0.015 |
0.0031 |
0.0011 |
0.0012 |
- |
0.022 |
- |
- |
0.32 |
0.28 |
0.457 |
0.219 |
Example |
9 |
0.053 |
0.20 |
1.66 |
0.008 |
0.0028 |
0.029 |
0.037 |
0.015 |
0.0033 |
0.0030 |
0.0032 |
- |
- |
- |
- |
0.29 |
0.17 |
0.422 |
0.336 |
Example |
10 |
0.066 |
0.19 |
2.11 |
0.006 |
0.0011 |
0.024 |
0.039 |
0.016 |
0.0022 |
0.0008 |
0.0012 |
- |
- |
- |
- |
- |
- |
0.418 |
0.334 |
Example |
11 |
0.048 |
0.05 |
1.88 |
0.007 |
0.0026 |
0.033 |
0.008 |
0.012 |
0.0037 |
0.0022 |
0.0018 |
- |
- |
0.15 |
0.18 |
- |
- |
0.383 |
0.419 |
Example |
12 |
0.062 |
0.03 |
1.75 |
0.009 |
0.0035 |
0.028 |
0.026 |
0.014 |
0.0048 |
0.001 |
0.0021 |
- |
- |
- |
- |
0.20 |
0.10 |
0.414 |
0.096 |
Example |
13 |
0.071 |
0.16 |
2.12 |
0.005 |
0.0015 |
0.043 |
0.016 |
0.008 |
0.0043 |
0.0008 |
0.0028 |
- |
- |
- |
- |
- |
- |
0.424 |
0.003 |
Example |
14 |
0.055 |
0.12 |
2.06 |
0.012 |
0.0019 |
0.035 |
0.012 |
0.016 |
0.0045 |
0.0016 |
0.0024 |
0.0011 |
- |
- |
- |
- |
- |
0.398 |
0.282 |
Example |
15 |
0.050 |
0.08 |
1.98 |
0.011 |
0.0031 |
0.038 |
0.015 |
0.010 |
0.0034 |
0.0022 |
0.0015 |
- |
- |
0.33 |
0.75 |
- |
- |
0.452 |
0.387 |
Example |
*1: Ceq=C+Mn/6+(Cr+Mo+V)/5+-(Cu+Ni)/15 *2: ACR=(Ca-(0.18+18+130×Ca)×O)/1.25/S
In expressions *1 and *2, the element symbols represent the respective contents (mass%)
of the elements. |
Table 1-2
No. |
Chemical Component (mass%) |
Notes |
C |
Si |
Mn |
P |
S |
Al |
Nb |
Ti |
N |
Ca |
O |
B |
V |
Cu |
Ni |
Cr |
Mo |
Ceq *1 |
ACR *2 |
16 |
0.015 |
0.18 |
1.72 |
0.006 |
0.0034 |
0.035 |
0.038 |
0.009 |
0.0027 |
0.0015 |
0.0010 |
- |
- |
- |
- |
- |
0.19 |
0.340 |
0.265 |
Comparative Example |
17 |
0.130 |
0.13 |
2.07 |
0.007 |
0.0016 |
0.053 |
0.029 |
0.018 |
0.0043 |
0.0022 |
0.0015 |
- |
- |
- |
- |
- |
- |
0.475 |
0.751 |
Comparative Example |
18 |
0.080 |
0.42 |
2.06 |
0.010 |
0.0029 |
0.048 |
0.043 |
0.014 |
0.0024 |
0.0027 |
0.0012 |
- |
- |
- |
- |
- |
- |
0.423 |
0.569 |
Comparative Example |
19 |
0.064 |
0.09 |
1.36 |
0.006 |
0.0025 |
0.028 |
0.016 |
0.012 |
0.0049 |
0.0030 |
0.0023 |
- |
- |
- |
- |
0.12 |
0.12 |
0.339 |
0.540 |
Comparative Example |
20 |
0.067 |
0.23 |
2.63 |
0.010 |
0.0023 |
0.037 |
0.023 |
0.015 |
0.0021 |
0.0020 |
0.0025 |
- |
- |
- |
- |
- |
- |
0.505 |
0.313 |
Comparative Example |
21 |
0.072 |
0.23 |
2.12 |
0.027 |
0.0013 |
0.029 |
0.030 |
0.008 |
0.0049 |
0.0020 |
0.0030 |
- |
0.016 |
- |
- |
- |
- |
0.429 |
0.418 |
Comparative Example |
22 |
0.074 |
0.14 |
2.14 |
0.006 |
0.0062 |
0.053 |
0.039 |
0.016 |
0.0036 |
0.0021 |
0.0022 |
0.0011 |
- |
- |
- |
0.11 |
- |
0.453 |
0.142 |
Comparative Example |
23 |
0.051 |
0.26 |
2.13 |
0.007 |
0.0025 |
0.050 |
0.063 |
0.010 |
0.0034 |
0.0016 |
0.0026 |
- |
- |
- |
- |
- |
- |
0.406 |
0.189 |
Comparative Example |
24 |
0.087 |
0.08 |
2.11 |
0.010 |
0.0032 |
0.041 |
0.032 |
0.033 |
0.0023 |
0.0024 |
0.0033 |
- |
- |
- |
- |
- |
- |
0.439 |
0.194 |
Comparative Example |
25 |
0.075 |
0.18 |
2.07 |
0.007 |
0.0018 |
0.054 |
0.033 |
0.017 |
0.0076 |
0.0022 |
0.0036 |
- |
- |
- |
- |
- |
- |
0.420 |
0.232 |
Comparative Example |
26 |
0.089 |
0.12 |
2.09 |
0.011 |
0.0020 |
0.034 |
0.015 |
0.016 |
0.0017 |
0.0028 |
0.0017 |
0.0047 |
- |
- |
- |
0.16 |
- |
0.469 |
0.750 |
Comparative Example |
27 |
0.034 |
0.16 |
1.88 |
0.005 |
0.0027 |
0.049 |
0.033 |
0.014 |
0.0016 |
0.0009 |
0.0013 |
- |
- |
- |
- |
- |
0.91 |
0.529 |
0.152 |
Comparative Example |
28 |
0.087 |
0.22 |
1.91 |
0.004 |
0.0036 |
0.046 |
0.038 |
0.008 |
0.0029 |
0.0021 |
0.0026 |
- |
0.220 |
- |
- |
- |
- |
0.449 |
0.205 |
Comparative Example |
29 |
0.041 |
0.08 |
1.66 |
0.009 |
0.0017 |
0.026 |
0.042 |
0.008 |
0.0025 |
0.0012 |
0.0020 |
- |
- |
- |
- |
0.94 |
- |
0.506 |
0.248 |
Comparative Example |
30 |
0.088 |
0.25 |
2.08 |
0.005 |
0.0029 |
0.023 |
0.021 |
0.013 |
0.0031 |
0.0011 |
0.0038 |
- |
- |
0.34 |
0.24 |
- |
- |
0.473 |
-0.035 |
Comparative Example |
31 |
0.051 |
0.25 |
2.12 |
0.007 |
0.0012 |
0.021 |
0.017 |
0.014 |
0.0040 |
0.0028 |
0.0011 |
- |
- |
0.30 |
0.19 |
- |
0.11 |
0.459 |
1.468 |
Comparative Example |
*1: Ceq=C+Mn/6+(Cr+Mo+V)/5+(Cu+Ni)/15 *2: ACR= (Ca-(0.18+130×Ca)×O)/1.25/S
In expressions *1 and *2, the element symbols represent the respective contents (mass%)
of the elements. |
Table 2-1
Steel plate No. |
Steel No. |
Rolling Condition |
Former Cooling |
Latter Cooling |
Tempering Temp.
(°C) |
Base Material Property |
Weld Zone Toughness |
Notes |
Thickness
(mm) |
Slab heating temp.
(°C) |
Cumulative rolling reduction (%) at 950°C or higher |
Cumulative rolling reduction (%) at lower than 950°C |
Finishing temp.
(°C) |
Cooling rate
(°C/s) |
Termination temp.
(°C) |
Cooling rate
(°C/s) |
Termination temp.
(°C) |
YS
(MPa) |
TS
(MPa) |
vE-40°C
(J) |
vE-40°C
(J) |
CTOD-10°C
(mm) |
1 |
1 |
50 |
1093 |
50 |
60 |
728 |
12 |
580 |
4.5 |
350 |
- |
525 |
635 |
267 |
292 |
0.68 |
Example |
2 |
2 |
50 |
1125 |
50 |
60 |
761 |
12 |
580 |
4.5 |
350 |
- |
517 |
642 |
260 |
293 |
0.30 |
Example |
3 |
3 |
65 |
1130 |
48 |
50 |
700 |
10 |
550 |
4.0 |
300 |
- |
513 |
623 |
278 |
218 |
0.38 |
Example |
4 |
4 |
65 |
1100 |
48 |
50 |
784 |
10 |
550 |
4.0 |
320 |
- |
509 |
617 |
283 |
202 |
0.67 |
Example |
5 |
5 |
70 |
1135 |
44 |
50 |
766 |
9 |
560 |
3.5 |
250 |
550 |
510 |
617 |
283 |
263 |
0.34 |
Example |
6 |
6 |
70 |
1157 |
44 |
50 |
773 |
9 |
550 |
3.5 |
350 |
- |
483 |
579 |
317 |
240 |
0.19 |
Example |
7 |
7 |
70 |
1107 |
44 |
50 |
741 |
9 |
550 |
3.5 |
380 |
- |
538 |
649 |
254 |
296 |
0.25 |
Example |
8 |
8 |
80 |
1088 |
36 |
50 |
738 |
7 |
550 |
3.0 |
360 |
- |
496 |
594 |
303 |
234 |
0.30 |
Example |
9 |
9 |
80 |
1112 |
36 |
50 |
723 |
7 |
540 |
3.0 |
250 |
580 |
487 |
577 |
319 |
246 |
0.33 |
Example |
10 |
10 |
80 |
1179 |
36 |
50 |
791 |
7 |
540 |
3.0 |
350 |
- |
487 |
576 |
319 |
230 |
0.49 |
Example |
11 |
11 |
65 |
1120 |
48.0 |
50 |
745 |
10 |
550 |
4.0 |
320 |
- |
486 |
582 |
303 |
280 |
0.45 |
Example |
12 |
12 |
65 |
1140 |
48.0 |
50 |
738 |
10 |
550 |
4.0 |
320 |
- |
503 |
611 |
281 |
243 |
0.58 |
Example |
13 |
13 |
65 |
1080 |
48.0 |
50 |
722 |
10 |
550 |
4.0 |
320 |
- |
525 |
618 |
284 |
218 |
0.51 |
Example |
14 |
14 |
65 |
1080 |
48.0 |
50 |
752 |
10 |
550 |
4.0 |
320 |
- |
468 |
579 |
286 |
249 |
0.62 |
Example |
15 |
14 |
35 |
1080 |
65.0 |
60 |
744 |
27 |
470 |
4.5 |
350 |
- |
620 |
734 |
245 |
205 |
0.65 |
Example |
16 |
14 |
25 |
1080 |
75.0 |
60 |
735 |
37 |
470 |
4.5 |
350 |
- |
628 |
741 |
221 |
216 |
0.51 |
Example |
17 |
15 |
65 |
1130 |
48.0 |
50 |
747 |
10 |
550 |
4.0 |
320 |
- |
531 |
643 |
276 |
254 |
0.53 |
Example |
Table 2-2
Steel plate No. |
Steel No. |
Rolling Condition |
Former Cooling |
Latter Cooling |
Tempering Temp.
(°C) |
Base Material Property |
Weld Zone Toughness |
Notes |
Thickness
(mm) |
Slab heating temp.
(°C) |
Cumulative rolling reduction (%) at 950°C or higher |
Cumulative rolling reduction (%) at lower than 950°C |
Finishing temp.
(°C) |
Cooling rate
(°C/s) |
Termination temp.
(°C) |
Cooling rate
(°C/S) |
Termination temp.
(°C) |
YS
(MPa) |
TS
(MPa) |
vE-40°C
(J) |
vE-40°C
(J) |
CTOD-10°C
(mm) |
18 |
1 |
50 |
1240 |
50 |
60 |
715 |
12 |
570 |
4.5 |
330 |
- |
525 |
635 |
26 |
- |
- |
Comparative Example |
19 |
2 |
65 |
1129 |
26 |
65 |
708 |
12 |
570 |
4.5 |
310 |
- |
501 |
612 |
38 |
- |
- |
Comparative Example |
20 |
3 |
65 |
1162 |
65 |
25 |
738 |
10 |
570 |
4.0 |
260 |
- |
508 |
623 |
59 |
- |
- |
Comparative Example |
21 |
4 |
65 |
1119 |
48 |
50 |
709 |
4 |
560 |
3.0 |
340 |
- |
443 |
549 |
344 |
- |
- |
Comparative Example |
22 |
5 |
70 |
1091 |
44 |
50 |
764 |
9 |
660 |
3.5 |
350 |
- |
457 |
561 |
333 |
- |
- |
Comparative Example |
23 |
6 |
50 |
1163 |
60 |
50 |
704 |
12 |
558 |
6.0 |
430 |
- |
451 |
559 |
171 |
- |
- |
Comparative Example |
24 |
7 |
70 |
1115 |
44 |
50 |
703 |
9 |
580 |
3.5 |
520 |
- |
452 |
561 |
274 |
- |
- |
Comparative Example |
25 |
16 |
50 |
1163 |
50 |
60 |
720 |
12 |
546 |
4.5 |
370 |
- |
450 |
541 |
351 |
- |
- |
Comparative Example |
26 |
17 |
50 |
1099 |
50 |
60 |
744 |
12 |
565 |
4.5 |
260 |
- |
571 |
690 |
49 |
- |
- |
Comparative Example |
27 |
18 |
50 |
1107 |
50 |
60 |
768 |
12 |
575 |
4.5 |
360 |
550 |
541 |
650 |
253 |
35 |
0.06 |
Comparative Example |
28 |
19 |
50 |
1153 |
50 |
60 |
733 |
12 |
553 |
4.5 |
350 |
- |
416 |
508 |
381 |
- |
- |
Comparative Example |
29 |
20 |
50 |
1152 |
50 |
60 |
732 |
12 |
552 |
4.5 |
280 |
- |
592 |
717 |
36 |
- |
- |
Comparative Example |
30 |
21 |
65 |
1142 |
48 |
50 |
796 |
10 |
566 |
4.0 |
320 |
550 |
497 |
606 |
162 |
32 |
0.04 |
Comparative Example |
31 |
22 |
65 |
1118 |
48 |
50 |
701 |
10 |
579 |
4.0 |
280 |
- |
535 |
649 |
51 |
- |
- |
Comparative Example |
32 |
23 |
65 |
1140 |
48 |
50 |
787 |
10 |
551 |
4.0 |
340 |
- |
523 |
628 |
273 |
26 |
0.05 |
Comparative Example |
33 |
24 |
65 |
1146 |
48 |
50 |
750 |
10 |
567 |
4.0 |
350 |
- |
509 |
621 |
19 |
- |
- |
Comparative Example |
34 |
25 |
65 |
1153 |
48 |
50 |
764 |
10 |
575 |
4.0 |
270 |
550 |
492 |
600 |
34 |
- |
- |
Comparative Example |
35 |
26 |
65 |
1126 |
48 |
50 |
750 |
10 |
552 |
4.0 |
370 |
- |
515 |
633 |
22 |
- |
- |
Comparative Example |
36 |
27 |
65 |
1106 |
48 |
50 |
772 |
10 |
540 |
4.0 |
270 |
- |
602 |
732 |
33 |
- |
- |
Comparative Example |
37 |
28 |
80 |
1152 |
36 |
50 |
742 |
7 |
553 |
3.0 |
260 |
- |
499 |
613 |
21 |
- |
- |
Comparative Example |
38 |
29 |
80 |
1129 |
36 |
50 |
779 |
7 |
542 |
3.0 |
380 |
- |
561 |
686 |
41 |
- |
- |
Comparative Example |
39 |
30 |
80 |
1161 |
36 |
50 |
790 |
7 |
555 |
3.0 |
290 |
- |
498 |
616 |
154 |
39 |
0.09 |
Comparative Example |
40 |
31 |
80 |
1126 |
36 |
50 |
702 |
7 |
553 |
3.0 |
340 |
- |
477 |
592 |
305 |
28 |
0.07 |
Comparative Example |