U.S. patent application number 16/710982 was filed with the patent office on 2020-04-30 for multi-leg fiber reinforced concrete.
The applicant listed for this patent is KING SAUD UNIVERSITY. Invention is credited to AREF A. ABADEL, HUSAIN ABBAS, YOUSEF A. AL-SALLOUM, TAREK H. ALMUSALLAM.
Application Number | 20200131770 16/710982 |
Document ID | / |
Family ID | 69528291 |
Filed Date | 2020-04-30 |
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United States Patent
Application |
20200131770 |
Kind Code |
A1 |
ALMUSALLAM; TAREK H. ; et
al. |
April 30, 2020 |
MULTI-LEG FIBER REINFORCED CONCRETE
Abstract
The multi-leg fiber reinforced concrete is concrete in which
fibers have been embedded to prevent the concrete from being
fractured due to cracks developing therein. Each fiber has multiple
legs, defining two and three dimensional structures. At least one
fiber is embedded in a volume of concrete, where the at least one
fiber has at least first and second legs respectively extending
along first and second directions. The first and second directions
are angularly oriented with respect to one another between
45.degree. and 135.degree., with each of the first and second legs
having a free end and a fixed end. Each free end has a
substantially Z-shaped contour. The fixed ends of the first and
second legs may be joined together to define a two-dimensional
fiber structure. The at least one fiber may be partially coated
with a polymeric material, such as polypropylene.
Inventors: |
ALMUSALLAM; TAREK H.;
(RIYADH, SA) ; ABBAS; HUSAIN; (RIYADH, SA)
; AL-SALLOUM; YOUSEF A.; (RIYADH, SA) ; ABADEL;
AREF A.; (RIYADH, SA) |
|
Applicant: |
Name |
City |
State |
Country |
Type |
KING SAUD UNIVERSITY |
Riyadh |
|
SA |
|
|
Family ID: |
69528291 |
Appl. No.: |
16/710982 |
Filed: |
December 11, 2019 |
Related U.S. Patent Documents
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Application
Number |
Filing Date |
Patent Number |
|
|
16175248 |
Oct 30, 2018 |
10563403 |
|
|
16710982 |
|
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Current U.S.
Class: |
1/1 |
Current CPC
Class: |
E04B 2103/02 20130101;
C04B 28/04 20130101; C04B 20/0048 20130101; E04C 5/073 20130101;
C04B 14/48 20130101; C04B 20/0068 20130101; C04B 2111/34 20130101;
C04B 20/0048 20130101; C04B 20/0008 20130101; C04B 28/04 20130101;
C04B 14/06 20130101; C04B 14/48 20130101; C04B 20/0076 20130101;
C04B 2103/32 20130101 |
International
Class: |
E04C 5/07 20060101
E04C005/07; C04B 20/00 20060101 C04B020/00; C04B 28/04 20060101
C04B028/04; C04B 14/48 20060101 C04B014/48 |
Claims
1. A multi-leg fiber reinforced concrete, comprising: a volume of
concrete; and at least one elongated fiber embedded in the volume
of concrete, wherein said the at least one fiber having opposing
ends, each of the opposing ends of the at least one fiber defining
a hook, the at least one fiber having a central portion extending
between the hooked ends, the central portion having a plurality of
consecutive legs, each of the legs and the next consecutive leg in
the central portion defining an angle measuring between 45.degree.
and 135.degree., the plurality of consecutive legs consisting of
six legs disposed in the central portion, the six legs including
first through sixth legs joined together directly in consecutive
order in the central portion of the fiber, each of the legs
defining an angle measuring between 45.degree. and 135.degree. with
the next consecutive leg.
2-4. (canceled)
5. The multi-leg fiber reinforced concrete as recited in claim 1,
wherein the at least one fiber comprises braided fiber.
6-15. (canceled)
16. The multi-leg fiber reinforced concrete according to claim 1,
wherein the hook defined by each of the opposing ends of said at
least one fiber includes a 45.degree. bend.
Description
BACKGROUND
I. Field
[0001] The disclosure of the present patent application relates to
reinforced concrete, and particularly to concrete reinforced with
multi-leg fibers forming two and three dimensional shapes for
enhancing the tensile strength of the concrete.
2. Description of the Related Art
[0002] Concrete, which is widely used in the fields of
civil-engineering and architecture, is relatively brittle on its
own, allowing it to be easily fractured by tensile load or dynamic
load. Thus, plain concrete is susceptible to the formation and
growth of cracks therein. In order to resolve these drawbacks of
concrete (i.e., in order to improve its tensile strength), fiber
reinforced concrete (FRC) has been developed. In conventional FRC,
a plurality of linear strands of fiber are disbursed in the
concrete, typically using a somewhat random distribution such that
the strands cover, for all intents and purposes, every orientation
within the concrete, ideally with even distribution.
[0003] Although easy to manufacture, conventional FRC is not ideal.
Linear fiber strands, for example, do not provide crack resistance
when cracks arise near or pass through the fiber ends. In addition,
flexible fibers frequently clump together during mixing. Thus,
multi-leg fiber reinforced concrete solving the aforementioned
problems is desired.
SUMMARY
[0004] The multi-leg fiber reinforced concrete is concrete in which
fibers have been embedded to prevent the concrete from being
fractured due to cracks developing therein. Each fiber has multiple
legs, defining two and three dimensional structures. At least one
fiber is embedded in a volume of concrete, where the at least one
fiber has at least first and second legs respectively extending
along first and second directions. The first and second directions
are angularly oriented with respect to one another between
45.degree. and 135.degree., with each of the first and second legs
having a free end and a fixed end. Each free end has a
substantially Z-shaped contour. The fixed ends of the first and
second legs may be joined together to define a two-dimensional
fiber structure. The at least one fiber may be partially coated
with a polymeric material, such as polypropylene.
[0005] In an alternative embodiment, the at least one fiber further
includes a third leg, having opposed first and second ends. The
first end thereof is joined to the fixed end of the first leg, and
the second end thereof is joined to the fixed end of the second
leg. The third leg extends along a third direction, where the third
direction is angularly oriented with respect to each of the first
and second directions between 45.degree. and 135.degree.. In this
embodiment, a first plane, defined by the first direction and the
third direction, is orthogonal to a second plane, defined by the
second direction and the third direction.
[0006] In a further alternative embodiment, the at least one fiber
further includes a third leg, a fourth leg, a fifth leg and a sixth
leg, with each leg having opposed first and second ends. The first
end of the third leg is joined to the fixed end of the first leg,
and the second end of the third leg is joined to the first end of
the fourth leg. Similarly, the second end of the fourth leg is
joined to the first end of the fifth leg, and the second end of the
fifth leg is joined to the first end of the sixth leg. The second
end of the sixth leg is joined to the fixed end of the second leg.
The third, fourth, fifth and sixth legs respectively extend along
third, fourth, fifth and sixth directions, where each of the first,
second, third, fourth, fifth and sixth directions are angularly
oriented with respect to one another between 45.degree. and
135.degree..
[0007] These and other features of the present invention will
become readily apparent upon further review of the following
specification.
BRIEF DESCRIPTION OF THE DRAWINGS
[0008] FIG. 1 is a partial view in section of multi-leg fiber
reinforced concrete.
[0009] FIG. 2 is a side view of an alternative multi-leg fiber of
the multi-leg fiber reinforced concrete.
[0010] FIG. 3 is a perspective view of a multi-leg fiber of the
multi-leg fiber reinforced concrete.
[0011] FIG. 4 is a perspective view of another alternative
embodiment of the multi-leg fiber of the multi-leg fiber reinforced
concrete.
[0012] FIG. 5 diagrammatically illustrates the multi-leg fiber of
the multi-leg fiber reinforced concrete of FIG. 2 resisting a crack
forming in the concrete across a bend of the multi-leg fiber.
[0013] FIG. 6 diagrammatically illustrates the multi-leg fiber of
the multi-leg fiber reinforced concrete of FIG. 2 resisting a crack
forming in the concrete across a midpoint of a leg of the multi-leg
fiber.
[0014] FIG. 7 is a side view of another alternative embodiment of
the multi-leg fiber of the multi-leg fiber reinforced concrete.
[0015] FIG. 8 diagrammatically illustrates the multi-leg fiber of
FIG. 7 resisting a crack forming in the concrete across a midpoint
of a leg of the multi-leg fiber.
[0016] FIG. 9 diagrammatically illustrates the multi-leg fiber of
FIG. 7 resisting a crack forming in the concrete across a midpoint
of a leg of the multi-leg fiber, following exposure of the concrete
to fire.
[0017] FIG. 10 is a stress-strain graph comparing a plain concrete
sample (curve a) against a fiber reinforced concrete sample
prepared with conventional straight, hooked-end fibers (curve b),
and a fiber reinforced concrete sample prepared with the multi-leg
fibers of FIG. 3.
[0018] FIG. 11 is a partial view in section of multi-leg fiber
reinforced concrete with the alternative multi-leg fiber of FIG.
2.
[0019] Similar reference characters denote corresponding features
consistently throughout the attached drawings.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS
[0020] As shown in FIG. 11, the multi-leg fiber reinforced concrete
10 includes concrete 12 and fibers 14 embedded in the concrete 12
to prevent the concrete 12 from being fractured due to cracks
developing therein. As shown in FIGS. 11 and 2, at least one fiber
14 is embedded in a volume of concrete 12, where the at least one
fiber 14 has at least first and second legs 16, 18 respectively
extending along first and second directions DE D2, respectively.
The first and second directions are angularly oriented with respect
to one another between 45.degree. and 135.degree., as indicated by
angle .theta.1 in FIG. 2. Each of the first and second legs 16, 18
has a free end 20, 22, respectively, and a fixed end 24, 26,
respectively. As shown, each free end 20, 22 has a substantially
Z-shaped contour. The fixed ends 24, 26 of the first and second
legs 16, 18, respectively, may be joined together to define a
two-dimensional fiber structure, as shown in FIGS. 11 and 2. In
FIGS. 11 and 2, the angle .theta.1 is shown as approximately
90.degree., however, it should be understood that this right angle
is shown for exemplary purposes only. As noted above, angle
.theta.1 may be between 45.degree. and 135.degree..
[0021] It should be understood that a large number of fibers 14
would ordinarily be mixed into the concrete 12, and that FIG. 11
shows only an enlarged or magnified view of a single fiber 14 for
purposes of illustration and clarity. In actuality, given that
fibers 14 are relatively small, a very large number of them would
be mixed into, and distributed throughout, the concrete 12. A
typical exemplary weight percentage of fibers 14 in the overall
multi-leg fiber reinforced concrete 10 is about 0.2 wt % to about
5.0 wt %. Further, it should be understood that the fibers 14 may
be formed from any suitable type of reinforcing material, such as,
for example, steel, polyvinyl alcohol (PVA), polypropylene,
Kevlar.RTM. or the like.
[0022] It should be further understood that the cross-section of
each fiber 14 may have any suitable contouring, such as, for
example, circular or rectangular. It should be further understood
that the overall configuration of each fiber leg may have any
suitable shape or orientation, such as, for example, twisted fiber,
crimped fiber, sinusoidal fiber, braided fiber or the like.
Braiding, in particular, improves the outer surface of the fibers
for the development of better bonds with the concrete. Further,
fibers 14 may be formed from the braiding of two or more differing
types of fiber and/or materials, thus providing different types of
fibers at the same location. It should be further understood that
fibers 14 may be glued together, or otherwise adhered together, to
form bundles of fibers, allowing for compact packaging and
transportation of the fibers. This will also aid in providing
uniform dispersion of fibers 14 in the concrete 12, as the fibers
14 will become separated when the fiber bundles come in contact
with water during mixing of the concrete.
[0023] As shown in FIGS. 5 and 6, fibers 14 provide resistance to
some of the cracks C, typical of cracks formed in concrete, which
cross fibers 14, even through their bent regions (i.e., their
anchorage zones). This ability is notable, since conventional
straight fibers cannot resist any type of crack passing through the
end anchorages. In FIG. 5, the crack C is shown passing through the
bent region of fiber 14. Here, the bond force is indicated
generally as B.
[0024] In the example of FIG. 6, cracks C are shown formed
approximately midway through each of legs 16, 18. Here, the common
anchorage (CA) is formed at the bent point of joining between legs
16 and 18. Compared to conventional straight fibers, fiber 14 can
be seen to save the waste of fiber material in conventional end
anchorages because the anchorage is inherently provided by the
continuity of fibers through the change in direction at the bend;
i.e., CA provides anchorage to both of legs 16 and 18. The
direction of the bond force B is reversed around each crack C to
resist crack opening. The saving in the end anchorages for fibers
14 is 50%. As will be discussed in greater detail below, FIG. 3
shows a three-leg fiber embodiment, in which the corresponding
savings is 66.7%. As will be further discussed in greater detail
below, FIG. 4 shows a six-leg fiber embodiment, in which the
corresponding savings is 83.3%. Returning to FIG. 6, the anchorage
force at the Z-shaped ends 20, 22 is indicated generally by A.
[0025] As shown, the bend at common anchorage point CA in fiber 14
adds to anchorages A, thus allowing the portion of each leg which
lies in an uncracked zone to contribute to resisting cracks in the
adjoining leg by adding to the anchorage strength. When concrete
cracks, the legs of fibers crossing the cracks C resist the opening
of cracks C, as shown in FIG. 6. Returning to FIG. 5, when the
bends of fibers 14 cross the cracks C, the fibers 14 provide
delayed resistance after slight straightening of the bends. This
delayed resistance aids in providing resistance, even when the
cracks C become relatively wide.
[0026] As shown in FIG. 7, the at least one fiber 14 may be
partially coated with a polymeric material 30, such as
polypropylene. FIG. 8 shows such a fiber 14 with a crack C formed
midway through leg 16, similar to FIG. 6, as described above.
Although there is a reduction in bond between the polymeric
material and concrete, as compared to the bond between steel and
concrete, this is compensated to a great extent by the increased
surface area of the polymeric material. In the event of fire,
melting of the polymeric material 30 provides passages for the
escape of water vapor and other gases, thus avoiding bursting of
the concrete. Additionally, the polymeric coating 30 compensates
for any loss of strength in the fiber 14, due to the fire or other
heated conditions, through development of additional stress in the
fiber 14. FIG. 9 illustrates the melted polymeric coating 30,
following fire conditions, with a reduced or zero bond in the
region of melted polymeric coating 30. The remaining bond force B,
near anchorage point 20, is also reduced, and the anchorage force A
is enhanced to compensate for the loss of bond force B.
[0027] In the alternative embodiment of FIG. 3, a third leg 132 has
been added to fiber 114. Fiber 114, similar to fiber 14 described
above, has first and second legs 116, 118 respectively extending
along first and second directions D1, D2, respectively. Third leg
132 extends along third direction D3. The first and third
directions are angularly oriented with respect to one another
between 45.degree. and 135.degree., as indicated by angle .theta.2
in FIG. 3. The second and third directions are angularly oriented
with respect to one another between 45.degree. and 135.degree., as
indicated by angle .theta.3. Each of the first and second legs 116,
118 has a free end 120, 122, respectively, and a fixed end 124,
126, respectively. As shown, each free end 120, 122 has a
substantially Z-shaped contour, similar to the previous embodiment.
FIG. 1, similar to that described above with respect to FIG. 11,
shows fiber 114 embedded in concrete 102 to form overall multi-leg
fiber reinforced concrete 100. Similar to the previous embodiment,
it should be understood that a large number of fibers 114 would
ordinarily be mixed into the concrete 102, and that FIG. 11 shows
only an enlarged or magnified view of a single fiber 114 for
purposes of illustration and clarity. In actuality, given that
fibers 114 are relatively small, a very large number of them would
be mixed into, and distributed throughout, the concrete 102. A
typical exemplary weight percentage of fibers 114 in the overall
multi-leg fiber reinforced concrete 100 is about 0.2 wt % to about
5.0 wt %.
[0028] In the embodiment of FIG. 3, a first end 134 of third leg
132 is joined to the fixed end 124 of the first leg 116. A second
end 136 of third leg 132 is joined to the fixed end 126 of the
second leg 118. As indicated by the three-dimensional X-Y-Z
Cartesian axes in FIG. 3, fiber 114 may be a three-dimensional
structure. In the exemplary configuration of FIG. 3, direction D3
extends along the Z-axis, direction D1 points within the X-Z plane,
and direction D2 points within the Y-Z plane. In FIG. 3, the angles
.theta.2 and .theta.3 are shown as being approximately 90.degree.,
corresponding approximately to the X-Y-Z Cartesian axes, however,
it should be understood that these right angles are shown for
exemplary purposes only. As noted above, angles .theta.2 and
.theta.3 may each be between 45.degree. and 135.degree.. In this
embodiment, as can be seen in FIG. 3, even if one or both of angles
.theta.2 or .theta.3 are varied from 90.degree., a first plane,
defined by the first direction D1 and the third direction D3,
remains orthogonal to a second plane, defined by the second
direction D2 and the third direction D3. However, it should be
understood that the direction D1 may be such that it does not lie
within the X-Z plane. Similarly, the direction D2 may be such that
it does not lie within the Y-Z plane.
[0029] In the further alternative embodiment of FIG. 4, third,
fourth, fifth and sixth legs 232, 234, 236, 238 have been added to
fiber 214. Fiber 214, similar to fiber 14, has first and second
legs 216, 218 respectively extending along first and second
directions Dl, D2, respectively. Third, fourth, fifth and sixth
legs 232, 234, 236, 238 respectively extend along directions D3,
D4, D5 and D6. Each of the first, second, third, fourth, fifth and
sixth directions D1, D2, D3, D4, D5 and D6 are angularly oriented
with respect to one another between 45.degree. and 135.degree.. As
in the previous embodiments, each of the first and second legs 216,
218 has a free end 220, 222, respectively, and a fixed end 224,
226, respectively. As shown, each free end 220, 222 has a
substantially Z-shaped contour, similar to the previous
embodiment.
[0030] The first end 240 of the third leg 232 is joined to the
fixed end 224 of the first leg 216, and the second end 242 of the
third leg 232 is joined to the first end 244 of the fourth leg 234.
Similarly, the second end 246 of the fourth leg 234 is joined to
the first end 248 of the fifth leg 236, and the second end 250 of
the fifth leg 236 is joined to the first end 252 of the sixth leg
238. The second end 254 of the sixth leg 238 is joined to the fixed
end 226 of the second leg 218. Similar to the embodiment of FIG. 3,
each bend is shown as having an angle of approximately 90.degree.,
corresponding approximately to the X-Y-Z Cartesian axes, however,
it should be understood that these right angles are shown for
exemplary purposes only. It should be understood that, similar to
the previous embodiments, each bend may have an angle between
45.degree. and 135.degree..
[0031] In experiments, fibers 114 were tested (corresponding to
curve c in FIG. 10), compared against plain concrete (corresponding
to curve a in FIG. 10) and conventional hooked straight fibers
(corresponding to curve b in FIG. 10). Locally available aggregates
(both fine and coarse) were used. To conform with the grading
requirements of ASTM C33, the fine aggregate was obtained by mixing
silica sand and crushed sand. The ratio of silica sand and crushed
sand was taken as 2. The physical properties of the fine and coarse
aggregates are given below in Table 1. The experimental samples
were in the form of standard concrete cylinders (150 mm.times.300
mm) and were tested under compression. The mix proportion of the
plain concrete is given below in Table 2. Ordinary Portland cement
(OPC) was used. For curve b of FIG. 10, fiber reinforced concrete
was produced using steel fibers with lengths of 20 mm. The fibers
114 were produced with each of the three legs having a length of 20
mm. Each tested sample had the same fiber diameter and was formed
from identical steel samples having a tensile strength of 1000 MPa.
The end hooks in the two fiber types had the same dimensions. The
volume of fibers in concrete was 0.6% (i.e., 1.96% by weight). The
specimens were tested under compression after 28 days of curing by
immersion in water.
TABLE-US-00001 TABLE 1 Material Properties Property Value Cement
Specific gravity 3.15 Blaine's fineness, cm.sup.2/g 2450 Standard
consistency 29% Initial setting time, min. 110 Final setting time,
min. 177 Coarse Aggregate Maximum size of aggregate, mm 10 Fineness
modulus 6.65 Specific gravity 2.67 Water absorption 1.45% Grading
Conforming to ASTM C33 Fine Aggregate Maximum size of aggregate, mm
4.75 Fineness modulus 2.36 Specific gravity 2.78 Water absorption
0.9% Grading Conforming to ASTM C33
TABLE-US-00002 TABLE 2 Plain Concrete Mix Material Weight
(kg/m.sup.3) Cement 650 Crushed sand 264 Silica sand 528 Coarse
aggregate (Nominal size = 10 mm) 770 Water (water cement ratio =
0.40) 260 Gli-110 (Super-plasticizer) 19.5
[0032] As shown in the stress-strain diagrams of FIG. 10, as
expected, the addition of steel fibers (curves b and c) causes an
increase in the compressive strength and introduces ductility in
the concrete. However, the increase in the compressive strength of
curve c is due to the improved distribution of fibers 114, as well
as the decrease in wastage of steel in the Z-shaped end hooks. With
regard to curve a (i.e., the plain concrete), point 1a in FIG. 10
shows the initiation of micro-cracking in the concrete. Point 2a
represents the peak load, and point 3a shows widening/separation of
the cracks. Point 4a is the point of failure.
[0033] In curve b (i.e., the conventional straight fibers with
hooked ends), point 1b shows the fibers starting to resist the
micro-cracks, with the initiation of micro-cracking in the concrete
appearing at point 2b. Point 3b represents the peak load and point
4b shows the steel fibers starting to resist macro-cracks in the
concrete. Point 5b is the initiation of fiber pull out and/or
fracture, and failure by fracture or pull out of the fibers occurs
at point 6b. In curve c (i.e., fibers 114), the fibers start
resisting micro-cracks at point 1c. Initiation of micro-cracking in
the concrete occurs at point 2c, and point 3c represents peak load.
The fibers 114 start resisting macro-cracks at point 4c, and the
fiber-bends in the crack zone start straightening at point 5c. The
initiation of fiber pull out and/or fracture of straight fibers
crossing a crack, and straightened fibers starting to get stressed,
occurs at point 6c, and point 7c shows the point of failure by
fracture or pull out of the straightened fibers.
[0034] The zone 3b-4b in curve b indicates that the crack opening
is being resisted by the steel fibers. Its equivalent in curve c is
the zone 3c-5c, which shows that the crack opening is being
resisted by the straight portion of one of the legs of the steel
fibers crossing a crack. The improved characteristics of curve c,
which are responsible for enhanced ductility, are demonstrated by
the presence of zones 5c-6c and 6c-7c, which respectively indicate
straightening of fiber bends falling in crack zones and the
resistance provided by these straightened bends to further crack
opening.
[0035] In the above, uniaxial compression tests were performed on
the cylindrical test specimens at 28 days, in accordance with ASTM
C39. The specimens were tested to failure using a displacement
controlled compression testing machine with a 3000 kN capacity,
manufactured by Tonitek of Germany. The rate of increase of the
displacement was 0.3 mm/min. A compressometer with three linear
variable displacement transducers (LVDTs) was used to measure the
axial compression on the middle-half height of the cylinders. The
load and dial gauge readings were recorded using a data logger. The
load-deformation data was used to calculate the axial stress as
.sigma.=P/A, where a is the axial stress (in MPa), P is the load
(in N), and A is the cross-section of the cylinder (in mm.sup.2).
The corresponding strain was calculated as .epsilon.=.delta./L,
where .epsilon. is the axial strain (in mm/mm), .delta. is the
axial compression (in mm), and L is the gauge length (in mm).
[0036] It is to be understood that the multi-leg fiber reinforced
concrete is not limited to the specific embodiments described
above, but encompasses any and all embodiments within the scope of
the generic language of the following claims enabled by the
embodiments described herein, or otherwise shown in the drawings or
described above in terms sufficient to enable one of ordinary skill
in the art to make and use the claimed subject matter.
* * * * *