Technical field
[0001] The present application describes a carbon fiber reinforced polymer laminate and
the respective technique for the strengthening of concrete structures.
Prior art
[0002] In several cases of projects in the strengthening of reinforced concrete (RC) structures,
the need for the flexural strengthening requires additional measures in the shear
reinforcement in order to avoid the occurrence of this type of brittle failure mode
which is fragile, that, in general, occurs without signs of its occurrence. Thus,
for these cases the rehabilitation practice undergoes the application of two reinforcement
systems, one for the flexural and another for the shear. A similar situation also
happens for slabs, where sometimes the need for flexural strengthening for negative
bending moments requires punching strengthening.
[0003] The two inventors, Prof. Joaquim Barros from Universidade do Minho, and Eng. Filipe
Dourado, CEO of Clever Reinforcement Iberica - Materiais de Construção Lda., have
intense collaboration on the investigation on the area of carbon fiber reinforcement
polymers (CFRP - Carbon Fiber Reinforcement Polymer) applied according to the Near
Surface Mounted (NSM) technique, and which in Portuguese can be designated as "Instalação
proximo da superficie". Since the beginning of the current century, Eng. Filipe Dourado
has collaborated with the ongoing research carried out by Prof. Joaquim Barros on
the use of CFRP laminates applied according to the NSM technique for the strengthening
of concrete, masonry and timber structures. The efficiency of this technique for the
flexural strengthening of RC beams and slabs has been evaluated [1-3], for the shear
strengthening of RC beams [4,5], as well as for the simultaneous increase of the flexural
and energy dissipation capacity of RC columns, where these CFRP laminates are used
with strips (hoops) of wet layup CFRP sheets for shear strengthening and concrete
confinement [6], have been demonstrated. The bond conditions of the applied CFRP laminates
according to the NSM technique have been properly investigated [7]. Recently, the
joint use of CFRP systems for the flexural and shear strengthening was explored by
experimental [8] and numerical [9] research, which has demonstrated the interest for
the concept of CFRP laminate intended to develop under the present project. The extraordinary
efficiency on the shear strengthening provided by rods that were inserted in holes
executed in the section of RC beams was recently assessed, having been demonstrated
that it is possible to convert shear brittle failure mode into ductile flexural failure
mode [10].
[0004] The knowledge heritage acquired by the inventors in the past fifteen years in the
scope of the strengthening of structures with composite materials has allowed a deep
understanding of the advantages and debilities of the current systems. The disadvantages
of the strengthening techniques based on the use Fiber-Reinforced Polymers (FRP) are
mainly their premature detachment, especially when using the externally bonded reinforcement
(EBR) technique, as well as its susceptibility to high temperatures and acts of vandalism.
When applied according to the NSM technique, the strengthening capacity of CFRP laminates
is not fully exploited, due to the premature rip-off of the concrete cover that includes
these laminates, or by sliding alongside the substrate.
General Description
[0005] The present request describes a carbon fiber reinforcement polymer (CFRP) laminate
and its technique for the strengthening of concrete structures. More specifically,
the request describes a CFRP laminate with a clip shape, formed by three straight
segments and two transition zones, or cane, constituted by two rectilinear segments
and a transition zone (elbow), in which the extremity branches ensure shear strengthening
in beams or punching in slabs, while the remaining part of the laminate ensures flexural
reinforcement. This product is meant to be applied in the construction area.
[0006] Analytical studies and advanced numerical simulations, and the parametric studies
performed with these models provided privileged information that are the ground for
the CFRP laminate now being presented. In fact, the developed laminate results from
the transformation of a laminate currently produced by Clever Reinforcement Iberica
- Materiais de Construção Lda in its Elvas factory, where a developed mechanism allows
to execute the transition zones (elbows) which grants the laminate with the clip or
cane shape configurations.
[0007] These configurations assure to the laminate the ability for strengthening, simultaneously,
in flexural and shear RC beams, in flexural and punching RC slabs, and in flexural
with anchoring in the case of columns, balconies, cantilevers and related elements.
The original CFRP laminate has a constant cross section, with a width that can vary
between 10 to 20 mm, and a thickness of 1.4 mm.
[0008] The extremities of the CFRP laminate are introduced in holes opened into the section
of the element to be strenghtened, similarly to the Embedded Trough Section (ETS)
technique, which demonstrated an extraordinary efficiency on the shear strengthening
of concrete beams [10]. The inclination and length of the extremities of the laminate
depend on the type of strengthening to be executed, whereby they are data of the strengthening
project. The largest and most complete experimental program performed to date regarding
the use of CFRP laminates for the shear strengthening of RC beams according to the
NSM technique [4] has demonstrated that the efficiency of this technique depends significantly
on the inclination of the laminates, the quality of the surrounding concrete, the
percentage of existing steel stirrups on the beam to be strengthened, and the stiffness
of the strengthening systems. On the other hand, the results on the efficiency evaluation
tests of the ETS technique for the shear strengthening of beams have demonstrated
that due to the fact that the strengthening reinforcement elements are introduced
into the section, a far superior level of efficiency is guaranteed when compared with
the NSM and EBR techniques. This is justified by the greater confinement offered by
concrete surrounding these reinforcement elements when using the ETS technique, as
well as the larger fracture surface that is developed during the pullout process of
the reinforcement elements crossed by the shear cracks. These conclusions were also
confirmed by the presented parametric studies [5].
[0009] To evaluate the potential of the new type of laminate, standard CFRP laminates were
manually transformed, in order to be with the intended configuration, namely clip
or cane, and a preliminary experimental exploratory program consisting of RC beams
and slabs was carried out, from which it was verified the greater efficiency of these
new laminates and its respective strengthening technique, when compared to traditional
laminates and techniques, as it is shown in Figures 7 and 8. In fact the CFRP laminates
with a clip or cane configuration with the extremity(ies) inserted into the section
are very efficient on the shear and punching strengthening. Such is due to the high
confinement provided by the surrounding concrete to the laminate, the larger surface
resisting to the concrete fracture that is mobilized during the pullout process of
a laminate crossed by a potential shear crack, and the anchoring effect provided by
the center part of the laminate used for the flexural strengthening. In turn, the
efficiency for the flexural strengthening is far superior to the one achieved with
standard CFRP laminates applied according to the NSM technique, since the extremities
of the new laminate, when introduced into holes executed inside the section, assure
an extraordinary anchoring effect to the middle part of the laminate used for the
flexural strengthening. Therefore, the transition between the three segments, two
in the cane laminate, that form this new laminate are the critical zones. These zones
are made through a mechanism designed to ensure the proper inclination without loss
of stiffness and strength. These zones are thermo-mechanically treated, keeping a
plait configuration, and being jacketed with a fiber sleeve.
[0010] Thus, the results of the experimental, analytical and numerical research, along with
the already performed exploratory results, show that the proposed laminate has a superior
efficiency when compared to what is assured by the existing nowadays. The extremities
of this new type of laminate, being inserted into the section of the element to be
strengthened, are more protected against the detrimental effect of high temperatures,
when compared with the current marketed FRP systems. Therefore, even under fire, the
new types of laminates work like tendons, in which the anchoring is assured by the
extremities zones of the laminate that are embedded in the concrete according to the
ETS technique. This type of laminate can also be used on the flexural strengthening
of columns and cantilevers/consoles (balcony types and related), with full mobilization
of the CFRP laminate tensile capacity. In this case, the laminate extremities are
inserted, with the intended anchorage inclination and length, into holes executed
on the elements connected to the columns or into the elements connected to the cantilevers
or consoles.
[0011] The present CFRP laminate has the ability of, simultaneously, serve as a reinforcement
for the flexural and shear strengthening of RC beams, and for the flexural and punching
strengthening of RC slabs. It can also be applied on the flexural strengthening of
RC columns, balconies and cantilevers, by anchoring the inclined extremity of the
new CFRP laminate, designated in this case as sticker laminate, into is holes executed
in concrete elements connected to the elements to be strengthened. The strengthening
ability of this laminate is higher than any other FRP system currently in the market,
since the maximum tensile strain possible to be mobilized is close to the its ultimate
tensile strain, as was observed in the exploratory experimental programs already executed,
as well as through performed numerical simulations. The technique for the application
of this new type of laminate also contributed to its biggest strengthening efficiency,
given that beyond the benefits derived from a good laminate anchoring, its extremities
are protected from the detrimental effect of high temperatures, whereby the laminate,
even under fire, develops a reinforcement ability, as if it is a tendon, much larger
than any existing FRP system. The epoxy (S&P 55) adhesive used for bonding the extremities
of the laminate to the surrounding concrete, fills by its own weigh the space between
the laminate and the substrate into the holes due to its high fluidity, allowing a
more complete and quick filling than the currently existing bonding systems.
[0012] Throughout this request it is considered that an elevated fluidity equals a viscosity
between 850 e 1150 mPa*s.
[0013] The nature of this new type of laminate and the strengthening technique is based
on the accumulation of solid knowledge supported by experimental, numerical and analytical
research performed during the last 15 years on the use of FRP for the structural strengthening.
This investigation allowed to demonstrate that the CFRP laminates of rectangular cross
section, when applied according to the NSM technique, are more effective on the flexural
strengthening than the systems applied according to the EBR technique. This comes
from the fact that the laminate is confined within a groove executed in the concrete
cover, therefore the premature debond observed on systems applied according to the
EBR technique is not registered on the laminates applied according to the NSM technique.
Beyond this, the analytical and numerical models have shown that the bigger is the
ratio between the perimeter of the laminate and its cross sectional, the larger is
its fixation capacity to the concrete substrate [2]. However, the high stress concentration
on the extremities of the CFRP laminates applied according to the NSM technique leads
to detachment of the concrete cover that starts in those areas and progresses throughout
almost the entire laminate [3]. This limits the potential strengthening of the laminate
since the maximum mobilized tensile strain can be significantly smaller than the ultimate
tensile strain of the laminate. Thus, by having folded extremities on the laminate,
inserted into holes executed into the section of the structure to be strengthened,
the premature detachment is avoided, and the critical parts of the laminate are protected
against the detrimental effect of high temperatures typical of a fire.
[0014] On the other hand, the research carried out on the shear strengthening with CFRP
laminates applied according to the NSM and ETS techniques has shown that the strengthening
efficiency is higher when the ETS technique is used, given the higher confinement
assured by the surrounding concrete [10]. By such fact, in the proposed laminate,
its extremities are applied according to the ETS techniques, but now resorting to
the rectangular section laminate due to the already stated fact of this geometry assures
better bonding conditions than circular section reinforcement. Besides that, the adhesive
to be applied on these zones, of high fluidity, will ensure a faster and more complete
space filling between the laminate and the surrounding substrate.
Intervals and possible variations
[0015] The efficiency and profitability of the strengthening technique depends on the rigor
assured for the required length and inclination of the laminate extremities, as well
as on the quality and rigor on the execution of the transition zones (elbows). However,
an error below 10% either in the inclination or in the length of the extremities does
not affect significantly the performance of the new type of laminate and the respective
strengthening technique, as well as in the time execution procedure of such technique.
An equal error level is admitted for the diameter of the holes where the laminate
extremities are inserted. These relatively high tolerances are justified by the adequate
flexibility of the transition zones of the laminate, which allows some adjustment
in job site regarding the inclination laminate extremities. The extremity inclination
of the laminate can range from 30 to 90 degrees with the beam axis (or the slab middle
surface), and it should be as orthogonal as possible to the cracks due to shear (beams)
or punching (slabs). Considering the shear and punching failure modes observed on
reinforced concrete beams and slabs, respectively, the laminates extremities inclination
should be close to 45 degrees, but a variation of +/- 15 degrees is perfectly acceptable
(inclinations of 30 to 60 degrees), and the assumption of vertical extremities (orthogonal
to the beam's axis or the slab's middle surface) can still be an effective alternative
when difficulties on the execution of inclined holes are a considerable obstacle for
technical/economic reasons. The length of each of the parts that compose the laminate,
will be completely dependent on the conditions of the project for the structural strengthening,
but a 10% error does not compromise its efficacy. However, the higher the length of
the laminates embedded into the cross section of the RC element to be strengthened,
the greater the efficiency of the shear/punching strengthening.
Brief description of figures
[0016] To better understand the technique, the figures are present in annex, which represent
preferable embodiments which, however, are not intended to limit the object of the
present disclosure.
Figure 1 shows a clip type of CFRP laminate.
Figure 2 shows a cane type of CFRP laminate.
Figure 3 shows a clip type laminate application for the simultaneous flexural and
shear strengthening of reinforced concrete beams.
Figure 4 shows a clip type laminate application for the simultaneous flexural and
punching strengthening of reinforced concrete slabs.
Figure 5 shows a clip type laminate application for the flexural strengthening of
reinforced concrete columns with laminate extremities anchored.
Figure 6 shows a cane type laminate application for the flexural strengthening to
negative bending moments of cantilever type reinforced concrete structures like balconies.
Figure 7 shows a strengthened beam.
Figure 8 shows an exploratory test on the use of the new types of laminates for the
simultaneous flexural and punching strengthening of RC slabs: a) laminates' configuration;
b) punching failure of the reference slab; c) flexural failure in the strengthened
RC slab with a 30% increase on the load carrying capacity and 33% on the deflection
ability, using a small percentage of the new laminates, executed by a manual process
by transformation of Clever's laminates.
Description of the embodiments
[0017] Hereafter, some embodiments will be described in a more detailed manner, which however
are not intended to limit the scope of the present application.
[0018] The present application describes CFRP laminates as the ones shown on Figs. 1 and
2, as well as the strengthening technique for concrete structures using these laminates.
Types of laminates
[0019] The laminates shown in Figs. 1 and 2 are elaborated from 1.4x10 mm
2 or 1.4x20 mm
2 cross section laminates. The transformation, executed by an automatism, introduces
the transition zones (Tz), elbows, presented on the referred figures, being the laminate
able to take a clip shape (Fig. 1) or a cane shape (Fig. 2). The transition zone is
executed by a thermo-mechanical treatment, in which by temperature rise, with an oven
existing in the mechanism, the adhesive becomes viscous, in a way that it becomes
possible to assure the required inclination to the laminates extremity. This process
is followed by application of a rotational movement to the part formed by the transition
zone and its corresponding laminate extremity, while the other part of the laminate
is kept clamped, which introduces a plait configuration to the transition zone. This
transition zone is then dipped with adhesive and jacketed by a fiber sleeve in order
to achieve the intended stiffness, being the process finalized by curing this zone.
[0020] In figure 1 it is precisely shown a representation of the CFRP laminate with a clip
shape with its both extremities inclined, being able to have two different inclinations
(Θ1 and Θ2). The laminate is formed with three branches: central with a length of
Lb, which has the fundamental function of guaranteeing the flexural strengthening
of the RC element to be strengthened; both extremities, whose length can be different,
LS1 and LS2, which have as the main objective of providing the required shear strengthening.
These branches are connected by a transition zone (TZ), that is formed by thermo-mechanical
treatment complemented by fiber jacket in order to assure the required strength and
stiffness to avoid premature failure due to the development of stress gradient caused
by the variation on the orientation on the parts of the laminate and the existence
of different anchoring conditions on the laminates parts.
[0021] In figure 2 a representation of a cane type CFRP laminate with a folded extremity
is shown, being able to take the intended orientation. The laminate is formed by two
branches, one with a Lb length for the flexural strengthening, and another with a
Ls length which can serve for the shear strengthening and/or to assure an adequate
anchoring to the part of flexural strengthening. These branches are connected by a
transition area (TZ) .
Strengthening techniques
[0022] The strengthening technique consists of installing the laminate part destined to
the flexural strengthening (Lb on Figs. 1 and 2) in a groove made on the concrete
cover of the RC element to strengthen (zone with a L1 and L2 length as shown on Fig.
3a) and on the installation of the extremity (extremities) of the laminate into holes
previously opened on the section of the element to be strengthened (Fig. 3a, 3e and
3f). After the execution of the groove and holes, they are cleaned by compressed air
or an equivalent technique. The groove should have a width (ag) between 4.5 and 5.5
mm (Fig. 3g) and a height (bg) equal to the cross section height of the laminate plus
1.0 to 3.0 (Fig. 3g). On the other hand, the diameter of the hole should be equal
to the largest dimension of the laminate cross section dimensions plus 1.0 to 3.0
mm (Fig. 3f). Before introducing the laminate in the groove and holes, the laminate
is cleaned with a degreasing agent. The adhesive for fixing the Lb part of the laminate
to the concrete, S&P 220, is produced according to the recommendations of the adhesives
manufacturer, although another adhesive can be used as long as it is demonstrated
by pullout tests that equal or superior conditions of bonding the laminate to concrete
are achieved. The adhesive is applied with spatula, collapsible tube or other nozzle
mechanism in order to completely fill the groove with the adhesive throughout the
length Lb and part of the transition zone for sealing the lower part of the holes.
On the lateral faces of the laminate (10 or 20 mm wide), throughout the Lb length,
a thin adhesive layer is applied, and the laminate is immediately introduced into
the groove and respective holes. After the laminates have been applied, and while
assuring a curing period for the adhesive of at least 24 hours, a high fluidity adhesive
is introduced by gravity, on the top of the holes, in order to bond the laminate extremities
to the surrounding concrete (Fig. 3e, 3f and 3h). The curing period for the two types
of used adhesives should be the one stated by the manufacturer of such adhesives.
[0023] The clip shaped laminates are especially suited for the simultaneous flexural and
shear strengthening of beams. In the example shown on Fig. 3a, a beam with a T cross
section is strengthened for positive bending moments and shear forces by using a clip
laminate (L1) disposed along the longitudinal symmetry plane of the beam, as shown
on Fig. 3c, and by two clip laminates (L2) disposed along the beam, near the beam
lateral faces, as shown on Fig. 3b. Throughout the L1 length, the beam is flexurally
strengthened with 3 laminates, as shown on Fig. 3a and 3d, while on the L2 length
the beam has only 2 laminates for the flexural strengthening, as shown on Fig. 3a
and 3c. The central part of the laminates (Lb) assures flexural strengthening, and
offers resistance against the propagation of flexural cracks (Crf), while the extremity
parts of the laminates (Ls) assure shear strengthening and offer resistance to the
opening and sliding of the shear cracks (Crs). The side parts of the laminate, while
inclined, are inserted into opened holes on the beam's cross section, with a diameter
equal to the bigger side of the laminate's cross section, bf, plus approximately 2
mm, as shown on Fig. 3e. After the laminate is installed, the hole is filled with
high fluidity adhesive in order to fill by gravity the existing spaces between the
laminate and the hole's wall, as shown in Fig. 3h and 3f.
[0024] The clip laminates, as shown in Figure 4, are also proposed for the simultaneous
flexural and punching strengthening of RC slabs. The central parts of the laminates
are used for the flexural strengthening, as well as to assure anchoring conditions
to the extremity parts of the laminate. Such extremity parts have the main function
of assuring the punching strengthening and providing suitable anchoring conditions
to the central part of the laminate dedicated for the flexural strengthening. The
central part of the laminate offers resistance to the propagation of flexural cracks
(CRf), while the extremity branches offer resistance to the opening and sliding of
shear cracks (CRs).
[0025] The clip or cane laminates, as shown on figure 5, can also be used for the flexural
strengthening of columns, where the non-inclined part has the function of assuring
the required flexural strengthening, and the extremity(extremities) to assure the
needed anchoring conditions for an effective flexural strengthening by avoiding a
premature detachment of the laminate.
[0026] The cane laminates, as shown on figure 6, are indicated particularly for increasing
flexural capacity for the negative bending moment in cantilever type structures, such
is the case of the balconies shown in the figure. The horizontal part of the laminate
assures the intended flexural strengthening, while the La length assures the intended
laminate anchoring conditions.
[0027] Figure 7 shows the strengthening configuration of RC beams adopted in the ongoing
experimental program.
[0028] Figure 8 shows the strengthening configuration of RC slabs adopted in the current
experimental program - Fig. 8a, brittle punching brittle failure mode registered in
the reference slab, as shown on Fig. 8b, and flexural ductile failure mode observed
in the RC slab strengthened with the new types of CFRP laminates, as shown on Fig.
8c.
References
[0029]
- 1. Sena-Cruz, J.M.; Barros, J.A.O.; Coelho, M.; Silva, L.F.F.T., "Efficiency of different
techniques in flexural strengthening of RC beams under monotonic and fatigue loading",
Construction and Building Materials Journal, 29, 275-182, 2011.
- 2. Barros, J.A.O.; Dias, S.J.E.; Lima, J.L.T., "Efficacy of CFRP-based techniques for
the flexural and shear strengthening of concrete beams", Cement and Concrete Composites
Journal, 29(3), 203-217, March 2007.
- 3. Barros, J.A.O., Fortes, A.S., "Flexural strengthening of concrete beams with CFRP
laminates bonded into slits", Cement and Concrete Composites Journal, 27(4), 471-480,
2005.
- 4. Dias, S.J.E.; Barros, J.A.O., "Shear strengthening of RC beams with NSM CFRP laminates:
experimental research and analytical formulation", Composite Structures Journal, 99,
477-490, 2013.
- 5. Bianco, V., Barros, J.A.O., Monti, G., "Three dimensional mechanical model to simulate
the NSM FRP strips shear strength contribution to a RC beam: parametric studies",
Engineering and Structures, 37, 50-62, 2012.
- 6. Perrone, M., Barros, J.A.O., Aprile, A., "CFRP-based strengthening technique to increase
the flexural and energy dissipation capacities of RC columns", ASCE Composites for
Construction Journal, 13(5), 372-383, October 2009.
- 7. Costa, I.G.; Barros, J.A.O., "Critical analysis of fibre-reinforced polymer near-surface
mounted double-shear pull-out tests", Strain - An International Journal for Experimental
Mechanics, doi: 10.1111/str.12038, 2013.
- 8. Costa, I.G., Barros, J.A.O., "Flexural and shear strengthening of RC beams with composites
materials - the influence of cutting steel stirrups to install CFRP strips", Cement
and Concrete Composites Journal, 32, 544 553, 2010.
- 9. Barros, J.A.O.; Costa, I. G.; Ventura-Gouveia, A., "CFRP flexural and shear strengthening
technique for RC beams: experimental and numerical research", Advances in Structural
Engineering Journal, 14(3), 559-581, 2011.
- 10. Barros, J.A.O.; Dalfre, G.M., "Assessment of the effectiveness of the embedded through-section
technique for the shear strengthening of RC beams", Strain International Journal,
49(1), 75-93, 2013.
[0030] The present technology is not, naturally, in any way restricted to the embodiments
described in this document and a person skilled in the art could predict many technology
modification possibilities without straying from the general idea, such as defined
on the embodiments.
[0031] All embodiments above described are obviously interchangeable. The following claims
define additional preferred embodiments.
1. A carbon fiber reinforced polymer laminate with a clip or cane shape and comprising
grooves for the insertion of carbon fiber sheets, high fluidity adhesive material,
reinforced concrete structure - beam, column, slab and foundation, T section beam,
embedment into the interior section, stirrups, concrete cover and two or three rectilinear
segments connected by one or two transition zones (Tz).
2. A carbon fiber reinforced polymer laminate according to the previous claim, presenting
a constant cross section with a width between 10 and 20 mm and a thickness of 1.4
mm.
3. A carbon fiber reinforced polymer laminate according to any one of the previous claims,
in which the inclination of the extremities can range between 30 to 90 degrees regarding
the beam axis or the slab plane.
4. Strengthening method by using carbon fiber reinforced polymer laminates described
in any of the previous claims, comprising the following steps:
- Opening a groove on the concrete cover of the reinforced concrete element to strengthen;
- Opening holes with a diameter equal to the maximum dimension of the laminate's cross
section plus 1.0 to 3.0 mm;
- Cleaning of the groove and holes with compressed air;
- Cleaning of the laminate with a degreasing agent;
- Adhesive execution and its application throughout the length of the groove, and
application of a thin layer of adhesive on the lateral sides of the laminate;
- Introduction of the laminate part for the flexural strengthening into the groove,
and the extremity parts of the laminate into the holes;
- After curing the adhesive applied in the central part of the laminate, fill with
high fluidity adhesive the space between the extremity parts of the laminate and the
hole's wall.
5. Strengthening method by using the carbon fiber reinforced polymer laminate according
to the previous claim, in which the width of the groove opened on the concrete cover
is comprised between 4.5 and 5.5 mm.
6. Use of the carbon fiber reinforced polymer laminate described on any of the claims
1 to 3, for the reinforcement of reinforced concrete structures.