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    • 专利摘要:
    "Method for modifying a shear band, shear band, and non-pneumatic tire" A method is provided for reinforcing a multilayer shear band as may be used in a non-pneumatic tire. in particular, a method for improving the performance characteristics (such as increasing flexural stiffness) of a shear band without increasing its thickness or reducing the thickness of a shear band while maintaining its performance characteristics and for Shear bands formed according to such a method are thus provided as shear bands constructed according to this method.
    公开号:BR112012008836B1
    申请号:R112012008836-0
    申请日:2009-10-15
    公开日:2019-01-22
    发明作者:Steve Cron；Timothy B. Rhyne
    申请人:Michelin Recherche Et Technique, S.A.；Compagnie Generale Des Etablissements Michelin；
    IPC主号:
    专利说明:

    METHOD FOR MODIFYING A SHEAR BAND AND SHEAR BAND
    FIELD OF THE INVENTION [001] The present invention relates to the reinforcement of a multi-layer shear band as it can be used in a non-pneumatic tire and to a method of creating a shear band. In particular, the present invention relates to a method for improving the performance characteristics (such as increasing the flexural stiffness) of a shear band without increasing its thickness or reducing the thickness of a shear band, while maintaining its performance characteristics and for the shear of bands constructed according to such method.
    BACKGROUND OF THE INVENTION [002] The details and benefits of non - pneumatic tire constructions are described, for example, in US Patent Nos 6,769,465; 6,994,134; 7,013,939; and 7,201,194. Certain non-pneumatic tire constructions propose the incorporation of a shear band, modalities that have also been described in, for example, US 7,201,194. These non-pneumatic tires provide advantages in tire performance without relying on gas inflation pressure to support the loads applied to the tire. Documents W02009005946, BR9902247, US 5042544, and US 2010243122 describe other tires and features existing in the art.
    [003] An example of a tire 100 having a ring-shaped shear band 10 is shown in figure 1. Tire 100 also includes a plurality of stress-transmitting elements, illustrated as spokes 150, extending across and to within the shear band 110. A mounting band 160 is arranged at the inner radial end of the spokes. Mounting band 160 anchors tire 100 to a
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    2/22 hub 10. A portion of the floor 105 is formed on the outer periphery of the shear band 110 and may include, for example, grooves or grooves in it.
    [004] Referring to FIG. 2, showing the tire 100 in a sectional view in the meridian plane (but without the 105 floor portion), the reinforced shear band 110 comprises a shear layer 120, an inner reinforcement layer 130 adhered to the innermost radial extension of the shear layer 120, and an outermost reinforcement layer 140 adhered to the outermost radial extension of the shear layer 120. Reinforcement layers 130 and 140 have a tensile stiffness that is greater than the shear stiffness of the shear 120 so that the shear band 110 is subjected to shear deformation under the vertical load.
    [005] More specifically, as determined in US Patent No. 7.201.194, when the relationship between the elastic modulus of the reinforcement layer to the shear modulus of the shear layer (E ' mem brana / G), as expressed in Patent No. 7.201.194, is relatively low, the deformation of the shear band 110 under the load approaches a homogeneous band and produces a non-uniform ground contact pressure.
    [006] Alternatively, when this ratio is high enough, the deformation of the shear band 110 under load is essentially by shear deformation of the shear layer with little longitudinal extension or compacting of the reinforcement layers 130 and 140. As shown in figure 1 , a load L placed on the center line of the X-rotation tire is transmitted by the tension in the spokes 150 to the annular band 110. The annular shear band 110 acts in an arc-like manner and provides circumference compressive stiffness and longitudinal flexural stiffness in the equatorial plane of the tire high enough to act as a load-bearing member. Under load, the shear band 110 deforms in the area of
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    3/22 C contact with the soil surface through a mechanism including shear deformation of the 110 shear band. The ability to deform with shear provides a compatible C ground contact area that acts similar to a pneumatic tire , with similar advantageous results.
    [007] Shear layer 120 can be constructed, for example, from a layer of material having a shear modulus of about 3 MPa to about 20 MPa. Materials allegedly suitable for use in shear layer 120 include natural and synthetic rubbers, polyurethanes, foam rubbers and polyurethanes, segmented copolyesters and nylon copolymer blocks. The first 130 and the second 140 layers of reinforcement essentially comprise inextensible cable reinforcements embedded in an elastomeric coating. For a tire constructed with elastomeric materials, the reinforcement layers 130 and 140 are adhered to the shear layer 120 by the cured elastomeric materials.
    [008] As mentioned above, a shear band like the band
    110 provides longitudinal flexural stiffness during tire 100 operation. For certain applications, it is convenient to maintain the total thickness - along the radial direction R - of the shear band 110 while simultaneously increasing its flexural stiffness. For example, a designer may seek to maintain the total diameter of the non-pneumatic tire 100 and the thickness of the shear beam, increasing the flexural stiffness of the shear band 110 to change the performance characteristics of the tire 100. On the other hand, for others specific applications, it is desirable to decrease the thickness of the shear band 110, maintaining the flexural stiffness of the tire 100 and thus reducing the mass.
    [009] Thus, a method for the design of such shear bands and shear bands constructed from such a method would be
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    4/22 particularly useful. More specifically, a method that allows the designer of a non-pneumatic tire to improve certain mechanical properties of said shear band, such as flexural stiffness, maintaining the overall dimensions of the non-pneumatic tire, would be particularly useful. A method that also allows a designer to decrease the radial thickness of a shear band while maintaining or improving certain mechanical properties would also be useful. These and other advantageous aspects of the present invention will be apparent from the description that follows.
    SUMMARY OF THE INVENTION [010] Objects and advantages of the invention will be set out in part in the description below, or they may be obvious from the description or they can be learned through the practice of the invention.
    [011] In an exemplary aspect of the present invention, a method is provided to modify a shear band with a thickness of Href and a total number of reinforcement layers of Nref · The method includes the determination of vertical stiffness and (Geff * A) ref using the thickness of Href for the shear band and a total of reinforcement layers Nref for the shear band; selecting a Halvo target value for A of the shear band; increasing by 1 the total number of reinforcement layers in the shear band; calculating (G and fr * A) calc using a Halvo thickness for the shear band and using the number of reinforcement layers for the shear band provided by the augment step; comparing (G and ff * A) calc of the calculation step with (G and ff * A) ref of the determination step and, if (G and ff * A) calc is less than (G and ff * A) ref, then repeating the step of increase and the step of calculation until (G and ff A) calc is greater than or approximately equal to (G and ff * A) ref and the total number of reinforcement layers is taken Ntotal; and computing the vertical stiffness using a thickness of
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    Halvo for the shear band and the number of reinforcement layers Ntotal for the shear band provided by the comparison step. If the vertical stiffness from the computation step is less than the vertical stiffness of the determining step, then the method includes moving at least one of the reinforcement layers between an outermost reinforcement layer and an innermost reinforcement layer to a new position in the shear band that is closest to the outermost reinforcement layer or the innermost reinforcement layer, and repeating the computation and related steps until the vertical stiffness of the computing step is greater or approximately equal to the vertical stiffness of the step determinant.
    [012] In another exemplary embodiment of the present invention, a method is provided to modify a shear band having a radially innermost reinforcement layer and a radially outermost reinforcement layer. The method includes steps to increase, or maintain the vertical stiffness of a non-pneumatic tire by incorporating the shear band by adding at least one additional reinforcement layer that is positioned between, but spaced apart, the radially more reinforcing layer outer and the radially innermost reinforcement layer; and decreasing the value of μ ρ / ρ for the shear band.
    [013] Variations for this exemplary method of the present invention are described later in the detailed description below. The present invention also includes a shear band constructed in accordance with this exemplary method and a non-pneumatic tire that incorporates a shear band.
    [014] For example, in an exemplary embodiment, the present invention includes a shear band with a shear layer, an internal reinforcement layer positioned along one side of the mentioned shear layer, and an external reinforcement layer mentioned
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    6/22 positioned along the other side of the mentioned shear layer so that the mentioned shear layer is positioned between internal and external reinforcement layers. At least two or more additional reinforcement layers are positioned between and away from each other and the external and internal reinforcement layers so that the shear band has a total of reinforcement layers N and N> 4.
    [015] These and other features, aspects and advantages of the present invention will be better understood with reference to the following description and appended claims. The attached drawings, which are incorporated and form part of the present specification, illustrate modalities of the invention and, together with the description, serve to explain the principles of the invention.
    BRIEF DESCRIPTION OF THE DRAWINGS [016] A complete and permissive disclosure of the current invention, including the best modality of this, directed to the one commonly known in the art, is determined in the specification, which makes reference to the attached figures, in which:
    [017] FIG. 1 is a schematic view at the equatorial plane of a non-pneumatic tire under load.
    [018] FIG. 2 is a schematic view in the meridian plane of a loaded shear band as used in the non-pneumatic tire of FIG.
    1. The tread portion of the non-pneumatic tire is not shown in FIG. 2.
    [019] FIG. 3 is a schematic view in the meridian plane of an exemplary shear band modality of the present invention. The shear band has five reinforcement layers, that is, three reinforcement layers are added between the innermost and outermost reinforcement layers.
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    DETAILED DESCRIPTION OF THE INVENTION [020] The present invention relates to the reinforcement of a multilayer shear band as it can be used in a non-pneumatic tire and to a method of creating a shear band. In particular, the present invention relates to a method for improving the performance characteristics (such as increasing the flexural stiffness) of a shear band without increasing its thickness or reducing the thickness of a shear band, while maintaining its performance characteristics and for the shear of bands constructed according to such method. For purposes of describing the invention, reference will now be made in detail to the modalities and methods of the invention, one or more examples of which are illustrated in the drawings. Each example is provided by way of explanation of the invention, not limiting the invention. In fact, it is evident to those skilled in the art that various modifications and variations can be made to the present invention without departing from the scope or spirit of the invention. For example, features illustrated or described as part of one modality, can be used with another modality to result in yet another modality. Thus, it is understood that the present invention encompasses such modifications and variations that are within the scope of the attached claims and their equivalents.
    [021] The following terms are defined as follows for this description:
    The Equatorial Plane means a plane that passes perpendicular to the axis of rotation of the tire and divides the structure of the tire in half.
    The Meridian Plane means a plane that passes through and includes the tire's axis of rotation.
    [022] Vertical stiffness is a mathematical relationship between deflection and tire load. As described in USN 0 7,201,194, when
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    8/22 a non-pneumatic tire containing a shear band is placed under a load L, it deflects a certain amount and the portion in the soil comes into contact with the soil surface to form a contact area of the soil C. Once the shear band provides a resilient tire, the vertical deflection f is proportional to the load L, from which the vertical stiffness of the resilient tire can be derived. There are several ways that someone skilled in the art can provide or define a mathematical relationship between a tire's load and deflection. Two examples, the vertical stiffness of the secants and the vertical tangent stiffness, are defined below:
    The secant vertical stiffness is an example of a mathematical relationship that defines vertical stiffness as the quotient of L / f or the load L placed on the non-pneumatic tire divided by the tire's deflection f, as discussed for vertical stiffness above. For a given tire, a track can be created by measuring the deflection for several L loads.
    Vertical Tangent Stiffness is another example of a mathematical relationship that defines vertical stiffness as the slope of a line tangent to a curve created by plot load L as a function of deflection f for a given non-pneumatic tire containing a shear band on a target load or strain.
    [023] Contact Pressure means the average contact pressure for contact area C created by a non-pneumatic tire loaded against the ground or other support surface and can be calculated as the quotient of the load L divided by the contact area Ç.
    [024] Ο μρ / ρ is a measure of the peak-to-peak radial displacement of a shear band under load as incorporated into a non-pneumatic tire. As described in Pat. USN 0 7,013,939, μρ / ρ is a measure of radial displacement or curvature that a band can
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    9/22 present (which may result in uneven bearing of the tire containing such a shear band) when the compressive forces exceed the band's ability to shrink. As will be used in this document, the radial displacement from peak to peak, μρ / ρ, can be calculated as follows for a shear band consisting of several reinforcement layers connected by rays to a kudu, as shown in figures 1 and 2:
    (1) Emembrãnalm
    T/
    where μρ / ρ is the radial displacement from peak to peak (mm);
    v is Poisson's ratio of the shear band;
    And membrane is the modulus of elasticity of a reinforcement layer (N / mm 2 );
    l m is the moment of inertia of the area of the reinforcement layers (mm 4 );
    T is the radius tension (N);
    ro is the nominal radius of the shear band (mm); and n is the number of rays.
    [025] E membrane is the homogenized circumferential modulus of elasticity of a reinforcement layer expressed in units of N / mm 2. The AE membrane for the reinforcement layer can be determined experimentally by ASTM test method D 3039, Standard Test Method for Tensile Properties of Materials Composed by Polymers Matrix. For the specific example of a reinforcement layer with rope or cable reinforcements at zero degree (that is, perpendicular to the equatorial plane) the E membrane can be calculated from the following equation:
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    10/22 (2)
    Emembrane - E ma trix * Vfin 4- E C abo * Vf c where, t is the thickness of the reinforcement layer (mm)
    Matrix is the module of the matrix or material that makes up the non-cable portion of the reinforcement layer (N / mm2)
    Vfm is the volume fraction of the matrix
    Ecabo 6 the cable pull module (N / mm)
    Vfc is the cable volume fraction [026] For the purposes of describing the present invention, consider the non-pneumatic tires 100 of Figures 1 and 2 as a reference, having a Href thickness of the shear band 110 with an 18 mm thickness, a layer of tread 105 3.5 mm thick, a total tire thickness of 21.5 mm and a total number of Nref reinforcement layers of two. This reference tire 100 also has a Do outer diameter of 630 mm and 50 spokes with a nominal thickness of 3.8 mm. In addition, reinforcement layers 130 and 140 have a nominal E membrane of 2000 daN / mm 2 and a thickness of 1 mm. Note that for the sake of clarity in the quantitative values described below, the units of the newtons have been replaced by decaNewtons where ldaN is equal to 10 N.
    [027] The performance of the non-pneumatic tire 100 as a reference can be evaluated taking into account four performance characteristics: Tangent Vertical Stiffness, Drying Vertical Stiffness, Contact Pressure and μρ / ρ. Using finite element analysis of a 100 non-pneumatic tire model, the values for these performance characteristics were determined at a vertical load of 400 daN and are set out in Table 1.
    Table 1
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    Vertical Stiffness (Tangent) Vertical Stiffness (Secant) Pressure ofContact μρ / ρ 33.6 daN / mm 41.0 daN / mm 2.3 bar 056 nun
    [028] For purposes of describing the present invention, these benchmarks are assumed to provide acceptable performance for the intended use of the shear band 110. However, for this intended application, it is also assumed that for tire 100 a floor thickness of 6.5 mm is desired instead of 3.5 mm in thickness of the floor portion 105 specified above - that is, an assumed 3 mm increase in thickness for the floor portion 105 is required while all other features tire 100, such as hub 10, spokes 150, tire size, and construction materials can be accepted without changes. Therefore, to maintain the outer diameter D of the tire 100 to 630 mm, shear band 110 can be reduced by 3 mm and a thickness target shear band Halvo 15 mm to accommodate the desired increase in the thickness of the floor portion 105. Again, using finite element analysis of a tire 100 model, the performance characteristics for tire 100 with a 3 mm thickness reduction for shear band 110 have been determined and are set out in Table 2.
    Table 2
    Vertical Stiffness (Tangent) Vertical Stiffness (Secant) Pressure ofContact μρ / ρ 30.0 daN / mm 36.6 daN / mm 2.0 bar , 065 mm
    [029] Unfortunately, as shown by the results in Table 2, reducing the thickness of the shear band 110 negatively affects the performance of the non-pneumatic tire 100 and does not satisfy the four
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    12/22 acceptable (ie target) performance characteristics for the reference tire 100 that are set out in table 1 (ie, the performance characteristics of tire 100 before reducing the thickness of the shear band 110). More specifically, reducing the thickness of the shear band 110 has the negative impact of decreasing the band stiffness and increasing the potential for peak to peak radial displacement μρ / ρ during operation. Therefore, to achieve the desired design goals set out in Table 1, certain modifications must be made to the shear band 110 if its thickness is to be reduced. Likewise, modifications will also be necessary if the designer decides to maintain the thickness of the reference shear band 110, Href, increasing its vertical stiffness.
    [030] Therefore, in an exemplary aspect, the present invention provides a method for adding reinforcement to a shear band. However, the present invention does not propose the addition of reinforcement by increasing the existing reinforcement of layers 130 and 140 or the addition of respective contiguous reinforcement. Instead, using the methods described here, the inventors made the unexpected discovery that by adding reinforcement layers for shear layer 120 at radial locations that are between, but apart from, the existing reinforcement layers 130 and 140, not only the desired vertical stiffness characteristics can be achieved, but an unexpected improvement (ie, reduction) in radial shear band displacement, as measured by μρ / ρ, can also be obtained.
    [031] In addition, flexibility is provided so that the added reinforcement layers can be evenly spaced between the existing reinforcement layers 130 and 140 or, if desired, such additional layers can be spaced in a way that is not uniform. Flexibility is also provided so that the present invention can be used to reduce Href
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    13/22 (the thickness of the reference shear band 110) while maintaining or improving specific performance characteristics, such as its flexural stiffness. Alternatively, the current invention can be used to improve its performance characteristics ( for example, increasing vertical stiffness) without changing Href. Thus, using the reference values from table 1 as the target values, an exemplary application of the method of the present invention follows to reduce the thickness of the reference shear band 110 to 3 mm now.
    [032] The inventors determined that the four performance characteristics established in table 1 for the reference shear band 110 are controlled by three products established in equations (3), (4) and (5) below, which can be thought of as three properties of the structural section of the shear band 110. Before addressing these equations, it should be noted that the following equations (3) to (8) are based on the assumption that the reinforcement layers are uniform with each other. However, as will be understood by someone skilled in the art using the teachings disclosed in this document, the method described in this document can also be applied to a shear band having reinforcement layers that are not uniform. For example, reinforcement layers with different thicknesses can also be applied using the present invention. Thus, for uniform reinforcement layers, the three products - that is, three structural properties of the section - can be expressed as follows:
    (3) Geff * A (4) E mern b rana * Im (5) Emembrane * A m in which
    G and ff is the effective shear modulus of the shear band
    110 including reinforcement layers 130,140;
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    A is the total cross sectional area of the shear band 110 (not including the floor layer);
    And membrane is the circumferential modulus of the reinforcement layers, 130 and 140;
    I m is the contribution to the moment of inertia of the area of the reinforcement layers; and
    The m is the total cross-sectional area of the reinforcement layers.
    [033] G and ff, the effective shear modulus of the shear band 110, is calculated as follows:
    G m G sl H
    G sl Nt + G m (H - Nt) where
    G m is the shear modulus of the reinforcement layers;
    G s i is the elastomer shear module used for the shear layer;
    H is the total thickness of the shear band including the reinforcement layers;
    N is the total number of reinforcement layers; and t is the thickness of the reinforcement layers;
    [034] The area of the moment of inertia, lm, is calculated by one of the following two equations depending on whether an odd or even number of reinforcement layers is used in the shear band 110. For an even number of reinforcement layers, the moment of inertia of the area Im will be expressed as iNeven and the following equation allows the calculation of INeven:
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    15/22 (7) h 2
    Beven
    Beven) where w is the width of a reinforcement layer;
    t is the thickness of a reinforcement layer along the radial direction R;
    h n is the distance, along the radial direction R, from the center of a reinforcement layer to the center of the next reinforcement layer;
    Io is the moment of inertia of the area of an individual reinforcement layer on its own axial centerline;
    h Beven is calculated as h Beven ~~ tylvaax. ~ ^ min ^ min · t, -
    2V-1 ·
    [035] k is a spacing adjustment parameter, where a value of I is used for relatively equal spacing between the reinforcement layers while the value 0 gives a minimum spacing of external reinforcement layers.
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    16/22 [036] For an odd number of reinforcement layers (130, 180,190, and hb), as shown in Fig. 3, the moment of inertia of area I m will be expressed as iNodd and the following equation enables the calculation of iNodd:
    (8)
    I N odd = N G + 2tW ^ -1 h Bodd + Σ (^ 0 ^ + ^) 2 í = 1 where '' Bodd λ 2 , e;
    I o = (l / 12) * W * t 3 · [037] Calculated as shown above, the three properties of structural section G and ff * A, membrane EI * m , and membrane E * A m can be used to reconstruct the shear band 110 as needed while still achieving (or improving) the target performance characteristics of the reference tire 100 set out in table 1. For the example shown above, it is intended to reduce the overall thickness H of the reference shear band 110 to 3 mm while meeting or improving the performance characteristics of Table 1. However, other changes to the shear band 110 can also be made using the methods of the present invention. For example, the original value of the thickness of the shear band 110 (Href) could be directed to the reduction by 50%. In fact, any value for the desired thickness of the shear band 110 can be directed (Halvo), provided that this value is at least four times the thickness of a reinforcement layer (t). Alternatively, the methods of the present invention also allow the original value of the FIref shear band thickness to remain constant while the values of Vertical Secant Stiffness and Tangent Vertical Stiffness are increased or μρ / ρ is decreased.
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    Regardless, as part of an exemplary method of the present invention, a value for Halvo is specified for the construction of a new shear band 110, where Halvo can be the same or less than Href.
    [038] Using the selected target value for HALVO thickness, alO property of structural section G and ff * A is then calculated for a shear band with at least one additional reinforcement layer compared to the reference shear band 110. For example, the reference shear band 110 is shown to have two reinforcement layers 130 and 140, or an N ref value of 2. Therefore, a new G and ff * A is calculated, (G and ff * A) calc, for the shear band now having three layers of reinforcement and Halvo thickness, but otherwise constructed similarly to the 110 shear band (Note that, as used in this document, N can be any larger positive integer that 1. For example, the reference shear band whose modification is desired could already have three layers of reinforcement, a Nref value equal to 3).
    [039] The new (G and fr * A) calc as determined using three layers of reinforcement (N = 3), is then compared to (G and ff * A) ref for the reference shear band 110. Case the newly calculated (G and ff * A) calc is less than the reference value of a (G and ff * A) ref for the reference shear band 110, then the number of reinforcement layers is increased again by one (N = 4) and the value of (G and fr * A) calc is recalculated. This process is repeated until the new value of (G and ff * A) calc is greater than or approximately equal to the original value (G and ff * A) ref for the reference shear band 110 with only two layers of reinforcement 130 and 140, or Nref = 2. As used in this article, total N represents the total number of reinforcement layers when (G and ff * A) calc becomes greater than or approximately equal to the original value (G and ff * A) ref .
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    18/22 [040] The process of increasing the number of reinforcement layers N up to the new value (G and fr * A) calc is more than the reference value for (G and fr * A) ref and can be repeated until the following limit is reached:
    (9) (Halvo-Ní) / (Nl) <t / 2 [041] This limit guarantees that there will be a distance of at least half the thickness of a single reinforcement layer between adjacent reinforcement layers (assuming equal spacing). For equally spaced reinforcement layers, it should be noted that an addition that creates an odd number of reinforcement layers will proportionally increase G and ff * A and E membrane * A m , but will have a much more limited impact on the E membrane * Im because at least one reinforcement layer will be positioned over the medium or neutral fiber of the shear layer. If the limit of equation (9) is reached before the value of (G and ff * A) calc becomes greater than the reference value (G and ff * A) ref, then the Halvo thickness value must be increased and the process is repeated - that is, starting again with a total of Nref + 1 layers of reinforcement - until the new (G and ff * A) calc is equal to or greater than the reference value (Gef * A) ref [042] After adding an additional reinforcement layer that provides a (G and ff * A) calc close to or above the reference value of (G and ff * A) ref, the values of E membrane * A are E membrane * Im P so that the new number of reinforcement layers can also be calculated. The new value for E membrane * A m will always exceed the reference values of E m mbrana * A m because this structural section property is directly affected by the number of reinforcement layers and because at least one reinforcement layer has been added to the band original shear 110 at this point in the process. However, the calculated value for E membrane * hn may not meet or exceed the reference value for E membrane * I m .
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    19/22 [043] Using Halvo and Ntotal (the number of reinforcement layers in which (G and ff * A) calc exceeds the reference (G and ff * A) ref), the values of the four performance characteristics - ie , the tangent vertical stiffness, secant vertical stiffness, contact pressure, and μρ / ρ - are determined using, for example, finite element analysis and a tire model with the shear band now having Ntotal in reinforcement layers. The new values for Tangent Vertical Stiffness, Drying Vertical Stiffness, Contact Pressure and μρ / ρ are then compared with the original reference values (for example, the values in table 1). If the new values meet or exceed the original reference values, then the process can be stopped, as the objective has been achieved.
    [044] If, however, the new values for Tangent Vertical Stiffness or Secant Vertical Stiffness are lower than the reference values for Tangent and Secant Vertical Stiffness, then the membrane * I m should be increased. Alternatively, even if the new values for Tangent Vertical Stiffness, Drying Vertical Stiffness, and Contact Pressure are acceptable, the new value of μρ / ρ may be unacceptable or an additional reduction may be desired and therefore the E membrane * Im must be increased. In order to increase the E = membrane * I m , the value for the inclined spacing parameter k established with equations (7) and (8) above must be gradually decreased. As the sloped parameter k is decreased, the reinforcement layers added to the shear band that are not located in the neutral fiber will be pushed out towards the outermost and inner reinforcement layers, 130 and 140 and this will cause E membrane * Im increase without affecting the thickness value Halvo, (G and ff * A) C alc, or (E membrane * A m ) cALC · [045] Thus, for each new value of the selected parameter k, another model of the tire with the construction of shear band using the new value for parameter k is constructed and the finite element analysis,
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    20/22 for example, is used to calculate the four performance characteristics, that is, the Tangent Vertical Stiffness, the Secant Vertical Stiffness, the Contact Pressure and μρ / ρ. These new values are compared again with the reference values. If the Vertical Stiffness (tangent, secant or both) is less than the Vertical Stiffness values for the reference shear band, then the process to decrease the k parameter is continued until the new values exceed, that is, approximately equal to the reference values for Vertical Stiffness. Even if the new Vertical Stiffness values are acceptable, the process to decrease the k parameter can also be repeated if the value of μρ / ρ is unacceptable - that is, it is too large or greater than the value of μρ / ρ for the band shear reference 110.
    [046] If parameter k reaches zero before the new Stiffness values
    Vertical Tangent, Vertical Drying Stiffness and μρ / ρ reach acceptable or target values, then the Halvo value must be increased and the process must be repeated again starting with a reinforcement layer more than the reference shear band 110, that is, Nref + 1 · More specifically, for the IO shear band having Nref = 2, the Halvo value is increased and a new value for (G and ff * A) calc is calculated by restarting with a value of N = 3 layers of reinforcement. This (G and ff * A) calc is then compared to (G and fr * A) ref and if (G and ff * A) calc is not greater than or equal to (G and fr * A) ref , the process is repeated, then increasing the number of reinforcement layers N again as previously described. [047] The method described above was applied to the reference shear band 110 having only two reinforcement layers 130 and 140. The results are set out in Table 3:
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    Table 3
    Appetizer
    H N k t W Emembrane Gm Gsl Gefl Geff * A Im Emembrane * Im THE Membrane * A 18 2 1 1.00 230 2000 100 0.400 .45 1,862 33,273 66,546,667 460 920,000 15 2 1 1.00 230 2000 100 0.400 .46 1,591 22,578 45,256,667 460 920,000 15 3 1 1.00 230 2000 100 0.400 .50 1,723 22,598 45,196,000 690 1,380,000 15 4 1 1.00 230 2000 100 0.400 .54 1,879 25,121 50,242,222 920 1,840,000
    Note: Units are mm and Dan [048] The first data line indicates the reference shear band 110 having an Href shear layer thickness of 18 mm, width W of 230 mm and two reinforcement layers (N = 2 ). The following three lines are executed with the target thickness of Halvo of 15 mm in order to reduce the thickness of the shear band 110, maintain or improve certain performance characteristics such as vertical stiffness and μρ / ρ. Although it may not be possible to exactly match the performance characteristics, as shown in table 3, a calc (G and fr * A) calc that exceeded the (G and fr * A) ref value for the reference shear band 110 is obtained when four reinforcement layers are used (N = 4). It is observed again that the method described above assumes that the construction of tire 100 remains otherwise the same - that is, the same materials (for example, elastomers) are used for shear layer 120, the same number of spokes 150 is used, the same cube is used, etc.
    [049] Using the value of four reinforcement layers (Ntotal = 4), tire 100 was re-modeled and, using finite element analysis, the four performance characteristics used in table 1 (Tangent Vertical Stiffness, Secant Vertical Stiffness, Contact pressure and μρ / ρ) were recalculated. The results are shown in Table 4:
    Petition 870180139150, of 10/08/2018, p. 38/46
    22/22
    Table 4
    Vertical Stiffness (Tangent) Vertical Stiffness (Secant Pressure ofContact μρ / ρ 32.5 daN / mm 40.3 daN / mm 2.31 bar 046 mm
    [050] A comparison between Table 4 and Table 1 shows that the thickness of the shear band 110 can be reduced by 3 mm, maintaining its characteristics of vertical stiffness. However, table 4 also provides an unexpected result in which μρ / ρ actually decreased, reducing the thickness H of the shear band 110 and doubling the number of reinforcement layers. More specifically, the specific modification of the shear band 110 not only allows an increase in the tread portion 105 by 3 mm, but will also result in less radial displacement of the shear band 110 and therefore smoother operation of the tire 100.
    [051] It should be understood that this shear layer 120 can be constructed from any material that provides the desired mechanical properties described in this document. Although elastomeric materials can be used, the present invention is not limited to such materials. For example, materials that can be used for shear layer 120 include those described above (natural and synthetic rubbers, polyurethanes, foam rubber and polyurethanes, segmented copolyesters and nylon copolymer block) as well as elastomeric materials such as, for example , fiber-reinforced compounds or meta-materials. Thus, the shear band 110 of the present invention is not necessarily limited to a particular material identity.
    权利要求:
    Claims (16)
    [1]
    1. Method for modifying a shear band (110) with a thickness of Href and a total number of reinforcement layers Nref, characterized by the fact that it comprises the steps of:
    determination of vertical stiffness e (G and ff * A) ref using a thickness of Href and a total of reinforcement layers Nref (130, 140, 170, 180, 190) for the shear band;
    select a Halvo target value as the thickness of the shear band;
    increase the total number of reinforcement layers in the shear band by 1;
    calculate (G and ff * A) calc using a Halvo thickness for the shear band and using the number of reinforcement layers provided by the mentioned step of increase for the shear band;
    compare (G and ff * A) calc of the mentioned calculation step with (G and ff of the mentioned determination step and, if (G and ff * A) calc is less than (G and ff * A) ref then repeating the step of increase mentioned and the calculation step mentioned until (Geff * A) calc is greater than or approximately equal to (G and ff * A) ref and the total number of reinforcement layers is taken Ntotal;
    computing the vertical stiffness using a Halvo thickness for the shear band and the number of reinforcement layers Ntotal for the shear band, as provided by the mentioned comparison step; and reference to the vertical stiffness of the mentioned computation step and the vertical stiffness of the mentioned determination step and, if the vertical stiffness of the mentioned computing step is less than the vertical stiffness of the determination step, then
    Petition 870180139150, of 10/08/2018, p. 40/46
    [2]
    2/6 movement of at least one of the reinforcement layers between an outermost reinforcement layer and an innermost reinforcement layer to a new position on the shear band that is closest to the outermost reinforcement layer or the outermost reinforcement layer internal; and repetition of the computation and reference steps mentioned until the vertical stiffness of the mentioned computation step is greater than or approximately equal to the vertical stiffness of the mentioned determination step.
    2. Method for modifying a shear band having a thickness Href and a total number of reinforcement layers Nref, according to claim 1, further characterized by the fact that it comprises the step of increasing the target thickness Halvo of the shear band if the distance between the adjacent reinforcement layers in the shear band becomes less than half the thickness of a single reinforcement layer.
    [3]
    3. Method for modifying a shear band with a thickness of Href and a total number of reinforcement layers Nref, according to claim 2, further characterized by the fact that it comprises the repetition of the mentioned steps of increase, calculation, comparison, computation and reference starting with a total of Nref reinforcement layers in the shear band.
    [4]
    4. Method for modifying a shear band with a thickness of Href and a total number of reinforcement layers Nref, according to claim 1, further characterized by the fact that it comprises the step of increasing the target thickness Halvo of the shear band if the mentioned comparison step does not provide a (G and ff * A) calc that is greater than or approximately equal to (G and fr * A) ref.
    Petition 870180139150, of 10/08/2018, p. 41/46
    3/6
    [5]
    5. Method for modifying a shear band with a thickness of Href and a total number of reinforcement layers Nref, according to claim 4, further characterized by the fact that it comprises the repetition of the mentioned steps of increase, calculation, comparison, computation and reference starting with a total of Nref reinforcement layers in the shear band.
    [6]
    6. Method for modifying a shear band with a thickness of Href and a total number of reinforcement layers N ref, according to claim 1, further characterized by the fact that it comprises the step of increasing the target thickness of the shear band Halvo ·
    [7]
    7. Method for modifying a shear band with a thickness of Href and a total number of reinforcement layers N according to claim 1, further characterized by the fact that it comprises the steps of:
    calculation of the value of μ w / p ref using a thickness of Href for the shear band and a total of Nref of reinforcement layers for the shear band;
    calculation of the target μ w / w value using a Halvo thickness for the shear band and using the number of reinforcement layers Ntotal for the shear band, as provided by the mentioned comparison step; and comparison of the value of μρ / ρ target to μρ / ρ ref and, if μρ / ρ target is not less than or approximately equal to μρ / ρ ref, passing at least one of the reinforcement layers between an outermost reinforcement layer and an innermost reinforcement layer for a new position in the shear band that is
    Petition 870180139150, of 10/08/2018, p. 42/46
    4/6 closest to the outermost reinforcement layer or the innermost reinforcement layer.
    [8]
    8. Method for modifying a shear band having a thickness of Href and a total number of reinforcement layers of Nref, according to claim 1, further characterized by the fact that it comprises the production step of the design of the shear band having a thickness of HTOTAL as used in the mentioned selection step and having the number of reinforcement layers NTOTAL provided by the mentioned comparison step.
    [9]
    9. Method for modifying a shear band with a thickness of Href and a total number of reinforcement layers N ref, according to claim 1, further characterized by the fact that it comprises the step of increasing the thickness t of the reinforcement layers if the mentioned comparison step does not result in a (G and ff * A) calc that is greater than or approximately equal to (G and ff * A) ref ·
    [10]
    10. Method for modifying a shear band with a thickness of Href and a total number of reinforcement layers Nref, according to claim 9, further characterized by the fact that it comprises the repetition of the mentioned steps of increase, calculation, comparison, computation and reference that starts with a total of Nref reinforcement layers in the shear band.
    [11]
    11. Method for modifying a shear band with a thickness of Href and a total number of reinforcement layers Nref, according to claim 1, further characterized by the fact that it comprises the step of increasing the circumferential shear modulus G m of the reinforcement layers if the mentioned comparison step does not result in a (G and ff * A) calc that is greater than or approximately equal to (G and ff * A) ref ·
    Petition 870180139150, of 10/08/2018, p. 43/46
    5/6
    [12]
    12. Method for modifying a shear band with a thickness of Href and a total number of reinforcement layers Nref, according to claim 1, further characterized by the fact that it comprises the step of increasing the circumferential module Emembrane of the reinforcement layers if the mentioned comparison step does not result in a vertical stiffness that is greater than or equal to the vertical stiffness of the mentioned determination step.
    [13]
    13. Method for modifying a shear band having a thickness of Href and a total number of reinforcement layers Nref, according to claim 1, further characterized by the fact that it comprises the step of increasing the circumferential module Emembrane of the reinforcement layers if the mentioned comparison step does not result in a value of μ ρ / ρ greater than the value of μ ρ / ρ using a thickness Href for the shear band and using the number of reinforcement layers Nref for the shear band.
    [14]
    14. Shear band (110), characterized by the fact that it comprises:
    a shear layer (120);
    an internal reinforcement layer (130) positioned along one side of the mentioned shear layer;
    an outer reinforcement layer (140) positioned along the other side of the mentioned shear layer so that the mentioned shear layer is positioned between the mentioned inner and outer reinforcement layers; and at least two or more additional reinforcement layers (170, 180, 190) are positioned between and away from each other and the mentioned external and internal reinforcement layers so that the shear band has a total of reinforcement layers N and N> 4,
    Petition 870180139150, of 10/08/2018, p. 44/46
    6/6 wherein said shear band can be modified according to the method of claim 1.
    [15]
    15. Shear band (110) according to claim
    14, characterized by the fact that at least two or more additional reinforcement layers mentioned are positioned between the inner and outer reinforcement layers mentioned in the places that decrease the value of the peak to peak radial displacement of the shear band.
    [16]
    16. Shear band (110) according to claim
    15, characterized by the fact that at least the two additional reinforcement layers mentioned are evenly spaced from the mentioned inner and outer reinforcement layers.
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    法律状态:
    2016-08-23| B25C| Requirement related to requested transfer of rights|Owner name: MICHELIN RECHERCHE ET TECHNIQUE, S.A. (CH) , SOCIE |
    2016-09-13| B25L| Entry of change of name and/or headquarter and transfer of application, patent and certificate of addition of invention: publication cancelled|Owner name: MICHELIN RECHERCHE ET TECHNIQUE, S.A. (CH) , SOCIE Free format text: ANULADA A EXIGENCIA PUBLICADA NA RPI NO 2381, DE 23/08/2016, POR TER SIDO INDEVIDA. |
    2017-12-05| B25A| Requested transfer of rights approved|Owner name: MICHELIN RECHERCHE ET TECHNIQUE, S.A. (CH) , COMPA |
    2018-04-17| B06F| Objections, documents and/or translations needed after an examination request according art. 34 industrial property law|
    2018-06-19| B06I| Technical and formal requirements: publication cancelled|
    2018-07-10| B07A| Technical examination (opinion): publication of technical examination (opinion)|
    2018-11-13| B09A| Decision: intention to grant|
    2019-01-22| B16A| Patent or certificate of addition of invention granted|Free format text: PRAZO DE VALIDADE: 20 (VINTE) ANOS CONTADOS A PARTIR DE 15/10/2009, OBSERVADAS AS CONDICOES LEGAIS. |
    2020-10-27| B21F| Lapse acc. art. 78, item iv - on non-payment of the annual fees in time|Free format text: REFERENTE A 11A ANUIDADE. |
    2021-02-17| B24J| Lapse because of non-payment of annual fees (definitively: art 78 iv lpi, resolution 113/2013 art. 12)|Free format text: EM VIRTUDE DA EXTINCAO PUBLICADA NA RPI 2599 DE 27-10-2020 E CONSIDERANDO AUSENCIA DE MANIFESTACAO DENTRO DOS PRAZOS LEGAIS, INFORMO QUE CABE SER MANTIDA A EXTINCAO DA PATENTE E SEUS CERTIFICADOS, CONFORME O DISPOSTO NO ARTIGO 12, DA RESOLUCAO 113/2013. |
    优先权:
    申请号 | 申请日 | 专利标题
    PCT/US2009/060746|WO2011046553A1|2009-10-15|2009-10-15|Method and apparatus for multilayer shear band reinforcement|
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