METHOD TO DESIGN HONEYCOMBS FOR A SHEAR FLEXIBLE STRUCTURE

Abstract

A design method for optimizing the shear layer of a shear band for use in a tire is provided. The shear layer has a honeycomb configuration and the design method optimizes the dimensions of the honeycomb.

Description

BACKGROUND OF THE INVENTION

Conventional geometric parameters of honeycombs (cell height, h, cell length, l, and cell angle, θ) have been used to find effective properties of honeycomb structures. However, these parameters appear to be difficult to control both a target shear stiffness (4 to 4.5 MPa) and a certain level of shear strain (˜10%) because the parameters are coupled to each other. A novel approach to design hexagonal honeycombs is suggested to be capable of controlling both shear stiffness and shear flexibility independently by defining two new parameters; effective height, R and horizontal separation, d. A numerical parametric study with commercial software, ABAQUS, is conducted using the two new parameters to investigate their affects on in-plane effective shear stiffness, G₁₂*, and maximum shear strain, (γ₁₂*)max of polycarbonate honeycombs under a fixed overall honeycomb height of 12.7 mm (0.5 in). The suggested approach is expected to be applied to design a light weight component requiring certain levels of shear stiffness and shear strain at the same time. For example, this component can be used as the shear layer for a shear band of a tire including those of the pneumatic, non-pneumatic and hybrid varieties.

The inventors are challenged with developing specialized materials that mimic elastomeric properties yet are composed of low dampening materials, thereby reducing energy loss under shear for use in the shear layer of a shear band of a tire. A solution may be found in a design of honeycombs. Our previous study on a design of shear flexure with honeycombs shows that cellular solids having negative Poisson's ratio, called auxetic, have high shear flexibility [1].

The hexagonal honeycombs have been studied as a basic cellular structure. Since the pioneering work on the honeycomb mechanics by Gibson and Ashby [2], many analytical and numerical models to describe in-plane effective properties of honeycombs are available in the literature; for example, a refined cell wall's bending model by adding a beam's stretching and hinging motion [3], a model with the energy method [4], a refined model with round shape at cell edges [5], and a model using the homogenization method [6]. In-plane mechanical properties with different cell types—square, hexagonal, triangle, mixed squares and triangles, diamond—were investigated by Wang and McDowell [7]. Circular and chiral shapes of honeycombs have also been studied for a functional design [8-10]. A multifunctional approach requiring structural stability and fast heat transfer was investigated with honeycomb structures [1]).

Compared to the fundamental studies on cellular solids, their practical applications have been limited to the development of stiff and ultra-light sandwich cores for aircraft and aerospace structures, which are related to the honeycombs' out of plane properties [12-16], and rigidified inflatable structure for housing [17]. Recently, honeycombs' in-plane flexibility began to be designed in aerospace morphing technology [18, 19]. However, only limited practical studies on design with honeycomb configurations are available; for example, Seepersad et al. carried out a multifunctional design—structural and thermal in the application of gas turbine engines [20]. Huang and Gibson studied on the design of honeycombs for beam and plate structures [21]. The in-plane flexible design of honeycombs should be intensively studied for more structural functional applications.

Cellular materials are being considered to replace conventional materials such as polyurethane due to their lower densities, higher efficiencies under cyclic loading conditions, and their ability to be designed with specific mechanical properties. To be successful, the cellular material must have effective shear properties equaling those of polyurethane while reducing the affects of hysteretic energy loss. The material needs to have an effective shear modulus of between 4 and 4.5 MPa and must be able to withstand shear strains up to 10% before yielding occurs in the material. Additionally, the material needs to have an overall height of 12.7 mm and a length of 250 mm.

This application introduces a novel method for the design of honeycomb cellular structures to achieve two target effective properties simultaneously. In the design of honeycomb meso-structures, the conventional geometric parameters (cell height, h, cell length, l, and cell angle, θ) have been used to find effective properties of honeycomb structures. However, the use of these parameters can be cumbersome when designing for two effective properties at the same time. This paper introduces a new system for describing honeycomb structures which focuses on the geometric features of honeycombs which contribute to effective shear properties rather than direct geometric values.

SUMMARY OF THE INVENTION

The present invention includes a method for designing a tire that has a shear layer comprises the following steps for optimizing the shear layer when the wall thickness, t, and vertical layers, N_v, of the honeycomb structure are held constant and G₁₂* and (γ₁₂*)max are designed for in two steps.

First, d, which is the ratio of the length, L, of the honeycomb structure to the number of horizontal layers or cells, N_h, is temporarily fixed and a value for R, which is a ratio of the summation of the vertical member lengths, H′, relative to the overall height, H, is found to give the target value of (γ₁₂*)max.

In the second step, the value of R found in step 1 is held constant and a value for d is found giving the target value of G₁₂*. Because d does not significantly affect (γ₁₂*)max, changes to d in step 2 will not alter the value of (γ₁₂*)max designed for in step 1 significantly.

Another possible step is choosing a value for d so that N_h as calculated by L/d is an integer so that the honeycomb structure has the desired dimensions.

The present invention further includes a design method that includes a honeycomb design algorithm. The inputs for the program are the constituent material properties, the design space height, H, the design space length, L, the target range for (γ₁₂*)max, and the target value for G₁₂*. For each combination, values for R and N_h are found to produce the desired effective properties in two steps. In the first step, N_h is fixed to an initial value, N_h1, and a bisection loop is used to find a value of R that will produce (γ₁₂*)max within the specified range. The value of N_h1 used in this step is found using the following equation: N_h1=2L/H, which sets d to be approximately equal to H/2 while ensuring that N_h1 is an integer.

In the second step of the algorithm, the value of R found in step one is held constant and a final value for N_h, N_hf, is found to give the target G₁₂*. The effective shear stiffness corresponding to N_h1; (G₁₂*)1, is known from step one and a second data point is needed to use the linear relationship between N_h and G₁₂* to find N_hf. The second data point uses N_h2=2 N_hf and finds a corresponding effective shear stiffness, (G₁₂*)2. N_hf is solved for by using the following equation:

$\begin{array}{cc}{N}_{\mathrm{hf}}=\left[N_{h1}+\left(\frac{{\left(G_{12}^{*}\right)}_{\mathrm{targ}}-{\left(G_{12}^{*}\right)}_1}{{\left(G_{12}^{*}\right)}_2-{\left(G_{12}^{*}\right)}_1}\right)\left(N_{h2}-N_{h1}\right)\right]& \left(10\right)\end{array}$

Once R and N_hf are found, the initial values for N_v, and t are changed and the process starts over for the new combination of N_v, and t. When the algorithm is complete, the resulting structures for each topology combination are reported along with their effective properties.

The present invention also encompasses a tire that uses a shear layer that includes a honeycomb structure that has been designed using either method described above.

Additional embodiments of the present subject matter, not necessarily expressed in the summarized section, may include and incorporate various combinations of aspects of features, components, or steps referenced in the summarized objects above, and/or other features, components, or steps as otherwise discussed in this application. Those of ordinary skill in the art will better appreciate the features and aspects of such embodiments, and others, upon review of the remainder of the specification.

BRIEF DESCRIPTION OF THE DRAWINGS

A full and enabling disclosure of the present subject matter, including the best mode thereof, directed to one of ordinary skill in the art, is set forth in the specification, which makes reference to the appended figures, in which:

FIG. 1 shows Conventional parameters for a two-dimensional honeycomb structure.

FIG. 2 shows a Honeycomb structure reaction to shear loading.

FIG. 3 illustrates a Honeycomb structure using the new system of parameters for N_v=1 and N_h=3.

FIG. 4 depicts the Boundary conditions used for analysis.

FIG. 5 is a graph showing the Affects of R and d on G₁₂* (H=12.7 mm t=0.5 mm, N_v=1).

FIG. 6 has graphs showing the Affects of R and d on G₁₂* (H=12.7 mm t=0.5 mm, N_v=2).

FIG. 7 has graphs showing the Affects of R and d on (γ₁₂*)max (H=12.7 mm t=0.5 mm, N_v=1).

FIG. 8 contains graphs showing the Affects of R and d on (γ₁₂*)max (H=12.7 mm t=0.5 mm, N_v=2).

FIG. 9 contains graphs showing the Affects of h and l on G₁₂* (H=12.7 mm t=0.5 mm, N_v=1).

FIG. 10 has graphs showing the Affects of h and l on (γ₁₂*)max (H=12.7 mm t=0.5 mm, N_v=1).

FIGS. 11A thru D are Illustrations of the parameter modifications required to comply with a given design space when h is changed from 4.2 to 7.0 mm using the traditional system.

FIG. 12 is an Illustration of how modifications to R and d affect the structure.

FIG. 13 is a Schematic of the new design method.

FIG. 14 is a graph showing the Affects of N_h on G₁₂* when L and R are constant.

FIG. 15 is a Honeycomb design algorithm flow chart.

FIGS. 16A and B contain graphs showing the Algorithm results for G₁₂*=4.25 MPa and 10%<(γ₁₂*)max<10.5%.

FIG. 17A shows 10 unit cells of the final structure design without shear while FIG. 17B shows those same unit cells sheared at 10%.

FIG. 18 is a front view of a tire that uses a Shear Layer having a Conventional Honeycomb Configuration with Cells where the Cell Angle θ=60°.

FIG. 19 is a front view of a tire that uses a Shear Layer having an Auxetic Honeycomb Configuration with Cells where the Cell Angle θ=−10°.

DETAILED DESCRIPTION OF THE REPRESENTATIVE EMBODIMENTS

In the new system, conventional parameters are replaced by two new parameters, R and d, where R describes the effective height of the vertical honeycomb members relative to the overall height of the structure and d is the horizontal separation between honeycomb cells. The basis for the development of this new system is an assumption that most deformation in honeycomb structures under a shear load is due to bending in the vertical members. When looking at structures as a whole, it is advantageous when designing for shear applications to specify the effective length of vertical members connecting the bottom and top boundaries of the material and the horizontal density of these members rather than the specific lengths and angles of individual members.

One additional benefit of the new system is that it allows for the design space volume of the material to be easily normalized. The new parameters are coupled to the overall dimensions of the material but decoupled from each other, allowing the independent features to be freely modified without changing the macro dimensions of the material.

The independent honeycomb features are investigated to determine the affects each has on effective shear properties. Based on these findings, a new design method for honeycomb mesostructures is developed which takes advantage of independent honeycomb features to design for the two effective properties simultaneously.

Reference will now be made in detail to embodiments of the invention, one or more examples of which are illustrated in the Figures. Each example is provided by way of explanation of the invention, and not meant as a limitation of the invention. For example, features illustrated or described as part of one embodiment can be used with another embodiment to yield still a third embodiment. It is intended that the present invention include these and other modifications and variations. It should be noted that for the purposes of discussion, only half of the exemplary tire embodiments may be depicted in one or more of the figures. Reference numbers are used in the Figures solely to aid the reader in identifying the various elements and are not intended to introduce any limiting distinctions among the embodiments. Common or similar numbering for one embodiment indicates a similar element in the other embodiments. One of ordinary skill in the art, using the teachings disclosed herein, will understand that the same or substantially similar features are repeated on both sides of the tire.

DETAILED DESCRIPTION

Introduction

Cellular materials, for the purposes of this application, are materials constructed from an array of two dimensional, regularly patterned structures called mesostructures. These structures form the body of the material and are bounded by upper and lower membranes. As a whole, these cellular materials act as a single homogeneous material possessing effective mechanical properties which differ from the properties of the constituent material. The effective properties are a result of the mechanics of the system of mesostructures within the material. The objective in cellular material design is to develop a material which has effective properties desired for a particular application.

Honeycomb Cellular Materials

Honeycomb cellular materials are constructed from a regular pattern of hexagonal cells. The cells are oriented so that two of the hexagonal edges are parallel to the X2 direction and the structures attach to the upper and lower membrane boundaries running parallel to the X1 direction (FIG. 1). FIG. 1 shows the conventional parameters used to describe a honeycomb structure with one vertical unit cell.

The analysis of honeycomb materials is performed by considering the structures to be a system of interconnected beams, where the vertical beams have a length h, the angled beams have a length/and the beams have a thickness of t. The effective properties can be derived by observing the reactionary responses of the beam system. The mechanics of the system can be altered by modifying the structural dimensions within the material, resulting in a change in effective properties. By studying how these dimensional modifications influence the effective properties, it is possible to manipulate the structures so that the resulting effective properties reach a target value.

New Parameter Development

The conventional honeycomb parameters have two drawbacks when used for design. Firstly, they are not associated with the overall dimensions of the material, H and L, so that if a single parameter is changed, the overall dimensions will change. Secondly, all geometric parameters are coupled so that all parameters must be altered to comply with a fixed design space, making it difficult to determine the affect of a single parameter on the effective properties. A new system of parameterization was developed to reduce these challenges.

When a honeycomb structure is subjected to a shear load, the primary mode of deformation is from bending in the vertical members, as shown in FIG. 2. The new system of parameters emphasizes certain attributes of the vertical members relative to the structure as a whole.

In the new system, honeycomb structures are viewed as a series of vertical beams located within the shear layer which are interconnected by relatively rigid angled beams to form the honeycomb pattern. From this perspective, two generalizations can be made about the resulting effective properties, G₁₂* and (γ₁₂*)max. First, there are two features of the structure which contribute to G₁₂*, the stiffness of the deformed vertical members, and the horizontal density of the vertical members, and second, only one feature significantly influences (γ₁₂*)max, the compliance of the vertical members.

For a constant wall thickness, t, an increase in length of the vertical members will result in a decrease in the member stiffness, decreasing G₁₂*, and an increase in the member compliance, increasing (γ₁₂*)max. In the new system of parameters the lengths of the vertical members are described using the effective height, R, which is a ratio of the summation of the vertical member lengths, H′, relative to the overall height, H.

R=H/H′  (1)

R is independent of the number of vertical layers, N_v, so as N_v increases, the individual heights of the vertical members will decrease, but the combined height will remain constant. Additionally, R is limited to 0<R<2 to prevent zero vertical member heights at R=0 and cell overlap at R=2.

For a constant wall thickness, t, and constant vertical member heights, an increase in the horizontal density will require more horizontal cells, N_h, to be deformed over a given length of the material, resulting in an increase of G₁₂*. The horizontal density of the vertical members is determined in the new system by the horizontal separation, d, of the horizontal cells.

d=L/N _h  (2)

Because the new parameters are independent of each other but dependent of one dimension of the design space, R and d can be modified independently without affecting each other or the overall dimensions of the material. FIG. 3 shows the new parameterized system, and the conversion equations relating the new and conventional parameters are given in equations 3 through 5.

$\begin{array}{cc}R=\frac{2{\mathrm{hN}}_v}{H}& \left(3\right)\\ d=2l·\cos \theta & \left(4\right)\\ \mathrm{Where}\theta ={\tan }^{-1}\left(\frac{H\left(1-R\right)}{d·N_v}\right)& \left(5\right)\end{array}$

• • Gibson and Ashby's cellular material theory (CMT) has been validated with experimental and numerical works, and describes the honeycombs' elastic behavior well [3-6]. In-plane effective moduli by the CMT are given by [2]:

Analysis

Parametric studies were performed on the new parameters to determine their affects on G₁₂* and (γ₁₂*)max. The studies were performed using a Matlab program which works in concert with Abaqus FEA. The honeycomb structures are generated and modified in Matlab and Abaqus is used for analysis. The material used in the analysis was polycarbonate which has a modulus of elasticity of 2.7 GPa, Poisson's ratio of 0.42, and a yield stress of 81 MPa.

For each analysis step, the structures were subjected to simple shear and the desired results were the shear stiffness, G₁₂*, and the maximum allowable shear strain, (γ₁₂*)max. The structures were modeled using quadratic beam elements and the material was modeled as elastic. For each structure, a single static analysis step was performed.

To simulate simple shear, the bottom legs were fully constrained at the base and the bases of the top legs were subjected to a displacement in the X1 direction and constrained to allow for no rotation or X2 displacement. Additionally, the vertices at the left and right ends of the structure were constrained in the X2 direction to minimize the end affects. FIG. 4 gives a schematic of the boundary conditions.

The shear stiffness, G₁₂*, was calculated using the reaction force method. The sum of the reaction forces, (FR)top, at the locations of the displacement boundary conditions, δ1, were used with the top surface area to find the effective shear stress, τ*. In equation 6, the top surface area is the total length of the structure, L, by the depth of the structure normal to the 2-D structure, b. The effective shear strain, γ*, is known from the displacement of the too nodes.

$\begin{array}{cc}{\tau }^{*}=\frac{\sum ^{.}{\left(F_R\right)}_{\mathrm{top}}}{\mathrm{bL}}& \left(6\right)\\ {\gamma }^{*}=\frac{\delta }{H}.& \left(7\right)\end{array}$

The maximum allowable shear strain was calculated using Von Mises stress results. In the elastic range of the material, the linear stress strain relationship was used to calculate (γ₁₂*)max using equation 8,

$\begin{array}{cc}{\left({\gamma }_{12}^{*}\right)}_{\max }=\frac{{\sigma }_Y{\gamma }_{12}^{*}}{{\left({\sigma }_{\mathrm{vm}}\right)}_{\max }}& \left(8\right)\end{array}$

Where γ₁₂* is the effective shear strain used in the analysis, σy is the yield strength of a material, and (σvm)max is the maximum Von Mises stress found in the finite element analysis.

The parametric studies for R and d were performed for both the one and two vertical cell configurations. For each configuration, R is varied from 0.4 to 1.8 in increments of 0.2, and d is varied from 4 mm to 10 mm in increments of 3 mm. The parametric studies for the conventional system of parameters, h, l, and θ, were performed for only the single vertical cell configuration. The value of h is varied from 4.0 mm to 11.5 mm with l values of 3 mm, 4.5 mm, and 7 mm.

New Parameter Results

Effective Shear Stiffness

The test results show that an increase in effective height, R, and an increase in horizontal separation, d, both cause a decrease in G₁₂*. As R increases from 0.4 to 1.8, the increasing lengths of the deformed vertical beams cause them to become less stiff, resulting in a decrease to G₁₂*. When d is increased from 4 to 10 mm, the horizontal density of the deformed vertical members decreases and fewer members must be deformed over a given length, resulting in a decrease in G₁₂*. The results are shown in FIGS. 5 and 6.

The number of vertical cell layers, N_v, also influences G₁₂*. The same values for R and d were used in FIG. 5 and FIG. 6, however G₁₂* is significantly greater in FIG. 6 when N_v=2. Although the effective heights of the vertical members are equal, when N_v, is increased the effective vertical member length is more constrained, causing the structure to become more stiff.

Maximum Effective Shear Strain

The test results show that the maximum effective shear strain, (γ₁₂*)max, increases as R is increased. This again is attributed to the increased length of the deformed vertical beams within the structure. As R increases, the vertical lengths increase and are able to permit larger deformations before yielding occurs. The results are shown in FIGS. 7 and 8.

The results also show that changes to horizontal separation, d, result in an increase in (γ₁₂*)max. However, the increase in (γ₁₂*)max due to d is low compared with R. Because R and d are decoupled, and R designates the lengths of the vertical members, changes in d do not alter the dimensions of the individual vertical members. Therefore, the deformed vertical members will begin to yield at approximately the same level of strain regardless of the horizontal separation.

Conventional Parameter Results

The results for the conventional geometric parameters, h and l, are shown in FIG. 9 and FIG. 10. The results for effective shear stiffness in FIG. 9 show that an increase in l causes G₁₂* to decrease and an increase in h generally causes G₁₂* to decrease. The results for maximum effective shear strain in FIG. 10 show that an increase in h will cause an increase in (γ₁₂*)max and that an increase in l causes only a small increase in (γ₁₂*)max.

Parameter Systems Comparisons

Either system can be used to design a honeycomb material having both a target effective shear stiffness and maximum effective shear strain. However, the new system has several advantages over the conventional system which can improve the efficiency of the design process.

Design Space Constraints

When designing a cellular material for any application, the resulting material must comply with a specified volume of space. In the case of honeycomb structures, designing for a specific volume can be difficult using the conventional parameters because they are not related to the design space dimensions. With a set design space, when one parameter is changed, the others must also be modified to maintain a constant volume.

In FIG. 11 a hypothetical design space is set at H=12.7 mm and L=22 mm and the structure needs to be modified so that h increases from 4.2 to 7 mm. In FIG. 11A, the structure complies with the design space with h=4.2 mm, l=4.2 mm, and θ=30. When h is increased from 4.2 to 7 mm in FIG. 11B the overall height of the structure is greater than the design space height. To reduce the height to equal the design space height, θ is decreased from 30 degrees to −9 degrees in FIG. 11C. However, this causes the overall length to increase beyond the design space length, L. FIG. 11D shows the final structure having h=7 mm which complies with the design space after all parameters are adjusted.

The new system of parameters eliminates this complication by associating each new parameter to the overall design space, where R is related to the overall height by R=H′/H, and d is related to the total length by d=L/N_h. Because of these relations, the parameters can be changed without altering the overall dimensions of the material. Additionally, the two new parameters are fully independent of each other, allowing for one parameter to be fixed while the other is altered, as illustrated in FIG. 12.

For all of the structures shown in FIG. 12, the design space height, H, and length, L, are held constant. Moving from top to bottom, the effective height, R, is increased, causing the lengths of the vertical members to increase while maintaining a constant overall height, H. Moving from left to right, the horizontal separation, d, is increased and the number of horizontal cells is decreased according to equation 2 to comply with the overall design space.

Parameter-Property Relations

In the conventional parametric studies discussed above, in order to maintain a constant value for l as h increases, θ must change to maintain a constant overall height, H. An affect of the changing θ is that the length of the structure will be altered as h increases. As a result, the parameter-property relations in FIG. 9 and FIG. 10 are found using a structure with a continually changing volume.

In the parametric study results for the new system, the structural volume is constant as R increases when d is fixed. As a result, the parameter-property relationships are representative of structures with equal volume, making the new system advantageous when designing for a specific volume of space.

Design Method

In the new system of parameters, when the wall thickness, t, and vertical layers, N_v, are held constant, only one of the remaining design variables, R, significantly affects (γ₁₂*)max. This aspect is used in a new design method to design for both G₁₂* and (γ₁₂*)max at the same time. In this method, t and N_v, are fixed and G₁₂* and (γ₁₂*)max are designed for in two steps. In the first step, d is temporarily fixed and a value for R is found to give the target value of (γ₁₂*)max. In the second step, the value of R found in step 1 is held constant and a value for d is found giving the target value of G₁₂*. Because d does not significantly affect (γ₁₂*)max, changes to d in step 2 will not alter the value of (γ₁₂*)max designed for in step 1 significantly. FIG. 13 illustrates how both effective properties are designed for using this method.

Affects of N_h on G₁₂*

To design the structure to comply with the design space length, the values for d must be chosen so that N_h in equation 2 is an integer. In the second step of the design process when R is fixed, it is beneficial to use L and integer values for N_h to design for d to ensure that the resulting structures have the desired dimensions. In FIG. 14, the design length, L, is fixed and G₁₂* is plotted as N_h increases. The results show that for a fixed L and R, G₁₂* will increase linearly as the number of horizontal cells increase. To more efficiently design d, this linear relationship can be used to find a value for N_h giving the target G₁₂* and d can be calculated using equation 2.

Honeycomb Design Algorithm

A honeycomb design algorithm was developed using the new design method to aid in the design process. The inputs for the program are the constituent material properties, the design space height, H, the design space length, L, the target range for (γ₁₂*)max, and the target value for G₁₂*. FIG. 15 shows a schematic of the algorithm. The algorithm starts with multiple combinations of cell wall thickness, t, and vertical cell layers, N. For each combination, values for R and N_h are found to produce the desired effective properties in two steps. In the first step, N_h is fixed to an initial value, N_h1, and a bisection loop is used to find a value of R that will produce (γ₁₂*)max within the specified range. The value of N_h1 used in this step is found using equation 9, which sets d to be approximately equal to H/2 while ensuring that N_h1 is an integer.

$\begin{array}{cc}{N}_{h1}=\left[\frac{2L}{H}\right]& \left(9\right)\end{array}$

In the second step of the algorithm, the value of R found in step one is held constant and a final value for N_h, N_hf, is found to give the target G₁₂*. The effective shear stiffness corresponding to N_h1, (G₁₂*)1, is known from step one and a second data point is needed to use the linear relationship between N_h and G₁₂* to find N_hf. The second data point uses N_h2=2 N_h1 and finds a corresponding effective shear stiffness, (G₁₂*)2. Equation 10 is then used to solve for N_hf.

$\begin{array}{cc}{N}_{\mathrm{hf}}=\left[N_{h1}+\left(\frac{{\left(G_{12}^{*}\right)}_{\mathrm{targ}}-{\left(G_{12}^{*}\right)}_1}{{\left(G_{12}^{*}\right)}_2-{\left(G_{12}^{*}\right)}_1}\right)\left(N_{h2}-N_{h1}\right)\right]& \left(10\right)\end{array}$

Once R and N_hf are found, the initial values for N_v and t are changed and the process starts over for the new combination of N_v and t. When the algorithm is complete, the resulting structures for each topology combination are reported along with their effective properties.

Algorithm Properties

The algorithm was developed to be a generic process for designing honeycomb structures for both shear stiffness and shear compliance within a specific design space. There are, however, some drawbacks to this process which must be considered.

Firstly, the use of beam elements for the analysis requires some precaution when analyzing the final results. Because they do not account for cell wall overlap at the points of connection, structures resulting in low aspect ratios should be further analyzed using non-beam elements. Secondly, although changes to d(N_h, L) do not significantly affect (γ₁₂*)max relative to R, large changes to d in the second step of the algorithm will cause the resulting value of (γ₁₂*)max to drift from the original value found in step one. This can result in structures having (γ₁₂*)max outside the range specified by the user. In order to decrease the amount of drift, N_h1 should be chosen so that it is closer to the final value, N_hf. Finally, because there are no limits placed on N_hf, the resulting structures can have a very small horizontal separation, d, causing significant cell wall overlap.

Light Weight Component Design

The algorithm was used to design the light weight structure having a design space dimensions of H=12.7 mm and L=250 mm. The target properties for this material are between 4 and 4.5 MPa for G₁₂*, and at least 10% for (γ₁₂*)max. The target ranges in the program were set to G₁₂*=4.25 MPa and 10%<(γ₁₂*)max<10.5%. The cell wall thicknesses were set to 0.5, 0.75, 1, and 1.25 mm for both the one and two vertical cell configurations. The results of the algorithm are shown in FIGS. 16A and 16B and Table 1.

TABLE 1
Data results from FIG. 16.
							(T12*)max
#	t (mm)	Nv	Nhf	R	df (mm)	G12* (MPa)	(%)	ρ*/ρs
1	0.5	1	81	0.95	3.09	4.23	9.29	0.23
2	0.5	2	62	1.20	4.03	4.25	10.49	0.31
3	0.75	1	48	1.25	5.21	4.20	10.73	0.32
4	0.75	2	31	1.45	8.06	4.15	11.22	0.39
5	1	1	31	1.30	8.06	4.30	10.12	0.34
6	1	2	21	1.50	11.90	4.26	11.17	0.45
7	1.25	1	20	1.43	12.50	4.14	10.41	0.36
8	1.25	2	14	1.60	17.86	4.27	11.78	0.51

Looking at FIG. 16B, all of the structures were able to reach the desired range for G₁₂*, and three are also within the specified range for (γ₁₂*)max. The resulting (γ₁₂*)max outside the target are a result of large (γ₁₂*)max drift in the second stage of the algorithm. However, because all but one of the structures are above the minimum required value of (γ₁₂*)max>10%, seven of the resulting structures are viable candidates for the light weight material.

The relative density is used to select from the seven viable structures produced. The relative density describes the amount of volume occupied by the structure within the design space and is calculated using equation 11, where ρ_s is the density of the constituent material. The relative densities for all of the structures are given in the final column of Table 1.

$\begin{array}{cc}\frac{{\rho }^{*}}{{\rho }_s}=\frac{t/l\left(h/l+2\right)}{2\cos \theta \left(h/l+\sin \theta \right)}& \left(11\right)\end{array}$

From Table 1, structure 2 has the lowest relative density of 0.31 and is selected as the best candidate for the light weight cellular material. The geometric parameters and the resulting effective properties of the final design are shown in Table 2 and FIG. 17B shows the structure sheared at 10%.

TABLE 2
Geometric parameters and effective properties of the final structure design.
t (mm)	Nv	Nh	R	d (mm)	h (mm)	I (mm)	θ	G12* (MPa)	(V12*)max (%)	ρ*/ρs
0.5	2	62	1.2	4.03	3.81	2.11	−17.5	4.25	10.49	0.31

CONCLUSION

A new system of parameterization was developed to increase the efficiency of honeycomb structure design for a target effective shear stiffness and maximum effective shear strain simultaneously. With this system, a designer is able to easily normalize the design space and modify the structure so that the resulting properties change in a predictable way due to the concrete parameter-property relationships. Additionally, the new system successfully decouples one of the design parameters with one of the target properties, simplifying the process of designing for two target properties. Based on the new parameterized system, a new design method was developed to design for the two effective properties simultaneously and an algorithm was created using this method to search for solutions using multiple topologies.

The algorithm was used to search for structures with and effective shear modulus between 4 and 4.5 MPa able to reach an effective shear strain of at least 10%. Of the 8 structures produced by the algorithm, 7 were successful in satisfying the effective property requirements and the structure with the lowest relative density was selected for the final design. The final structure design has an effective shear modulus, G₁₂*, of 4.25 MPa and maximum effective shear strain, (γ₁₂*)max, of 10.49% with a relative density of 0.31.

INDUSTRIAL APPLICATIONS

As can be seen, the present invention provides a method for designing a suitable substitute for elastomeric materials such as rubber or polyurethane that are used in shear layer of a tire. Hence, a tire with lower mass, hysteresis and rolling resistance can be designed and manufactured quickly and effectively.

Looking at FIG. 18, a tire 100 with a rotational axis X in accordance with the design disclosed by U.S. Pat. No. 7,201,194 is shown having a reinforced annular band 110 that has a shear layer with a conventional honeycomb design. On either side of the shear layer 110 are found inextensible membranes 130, 140. The reinforced annular band 110 is connected to the mounting band 160 by flexible spokes 150. The mounting band 160 in turn connects the tire to a hub or wheel 10. Also, a tread 106 is connected to the outward radial portion of the annular band 110. On the other hand, FIG. 19 shows a tire 100 with a reinforced annular band 110 that has a shear layer with an auxetic honeycomb configuration. When either tire is loaded with a force or load L, the tread and annular band will flatten (not shown) to create a pressure distribution in the contact patch of the tire that is similar to that found in a pneumatic tire that lacks such a shear layer or annular band. While these embodiments are shown using spokes as disclosed by U.S. Pat. No. 7,201,194, it is equally contemplated that the honeycomb structures could be used in embodiments with solid sidewalls such as is disclosed by U.S. Pat. No. 6,769,465. Both shear layers can be designed using the method of the present invention.

It should be understood that the present invention includes various other modifications that can be made to the exemplary embodiments described herein that come within the scope of the appended claims and their equivalents. These and other embodiments of the present invention are with the spirit and scope of the claims which are to follow.

REFERENCES

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Claims

1. A method for designing a tire with a shear band that has a shear layer, said shear layer having a honeycomb structure that has a wall thickness, t, vertical layers, N, a defined variable d, which is the ratio of the length, L, of the honeycomb structure to the number of horizontal cells, Nh, another defined variable R, which is the ratio of the summation of the vertical member lengths, H′, relative to the overall height, H, in order to obtain a desired G12* and (γ12*)max, the method comprising the following steps: first, the wall thickness t and vertical layers Nv are held constant, andsecond, d is temporarily fixed and the suitable value of R is determined that provides the target value of (γ12*)max.

2. The method of claim 1, which further comprises the step of holding constant the suitable value of R and a suitable value of d is found that provides the target value of G12*.

3. The method of claim 2, which further comprises the step of choosing a value for d so that Nh as calculated by L/d is an integer so that the honeycomb structure has the desired dimensions.

4. A tire that comprises a shear band with a shear layer designed by the method of claim 1.

5. A method for design a shear layer for use in a shear band of a tire, said method including the use of a honeycomb design algorithm, said honeycomb having a wall thickness, t, vertical layers, Nv, a defined variable d, which is the ratio of the length, L, of the honeycomb structure to the number of horizontal cells, Nn, another defined variable R, which is the ratio of the summation of the vertical member lengths, H′, relative to the overall height, H, said method comprising the following steps: first, inputting the constituent material properties, the design space height, H, the design space length, L, the target range for (γ12*)max, and the target value of G12* into the design algorithm, andsecond, fixing the number of horizontal cells, Nh, to an initial value Nh1 and using a bisection loop to find a value of R that will produce a value for (γ12*)max within a specified range, wherein the value of Nh1 used in this step is found using the equation Nh1=2L/H, which sets d to be approximately equal to H/2 while ensuring that Nh1 is an integer.

6. The method of claim 5, which further comprises the step of holding the value of R found in the previous step constant and calculating Nhf using the following equation:

7. The method of claim 6, wherein once R and Nhf are found, the initial values for Nv, and t are changed and the method starts with step two again for the new combination of Nv, and t.

8. The method of claim 7, wherein the resulting structures for each topology combination are reported along with their effective properties.

9. A tire made with a shear band that has a shear layer designed according to the method of claim 5.