CHARACTERIZATION OF THE DEFORMATION PROPERTIES OF A BALL GAME RACKET STRING PATTERN

Abstract

The present invention relates to a method for characterizing the deformation properties of a string pattern of a ball game racket frame as well as to the representation of a string pattern image of a strung ball game racket frame.

Claims

1. A method for characterizing a string pattern of a ball game racket frame which is strung in a string bed plane and comprises a racket head with an inner contour facing the string pattern, wherein the string pattern comprises intersecting main strings and cross strings forming a plurality of points of intersection, said method comprising the steps of: (a) modeling the string pattern using the geometry of the intersecting strings and the inner contour of the racket head; (b) applying a defined preload to the modeled string pattern; (c) determining at least one physical quantity describing the local deformation of the string pattern at at least three points of the string pattern in response to a defined force acting on the respective point of the string pattern; (d) deriving at least one local property of the string pattern at the at least three points from the at least one physical quantity and the defined force; (e) classifying the at least three points of the string pattern using the physical quantity or quantities respectively determined there and/or using the property or properties derived for said points; and (f) representing the string pattern by specifying the class of the at least three points of the string pattern.

2. The method according to claim 1, wherein the at least one physical quantity describing the local deformation of the string pattern comprises one or a combination of the following quantities: the vector describing the punctual three-dimensional deformation at the respective points, one or more components of said vector, the length of said vector; the punctual deflection of the string pattern at the respective points perpendicular to the string bed plane; the punctual deflection of the string pattern at the respective points parallel to the string bed plane; the vectors describing the local deformations in a defined area around the respective points, one or more components of said vectors, the length of said vectors; the local deflections of the string pattern in a defined area around the respective points perpendicular to the string bed plane; the local deflections of the string pattern in a defined area around the respective points parallel to the string bed plane.

3. The method according to claim 1, wherein the force acting on at least three points of the string pattern is a normal force.

4. The method according to claim 1, wherein the force acting on at least three points of the string pattern comprises a component parallel to the string bed plane.

5. The method according to claim 1, wherein the derived local property of the string pattern comprises one or a combination of the following properties: local stiffness, local compliance, local contact time, local stiffness in a direction perpendicular to the string bed plane, local stiffness in a direction parallel to the string bed plane, angle of deflection with respect to the string bed plane normal, local spin potential, local control properties, membrane deformation properties.

6. The method according to claim 1, wherein the classification is graphically visualized in the representation.

7. The method according to claim 1, wherein the classification is graphically visualized in the representation by assigning one or more of the following graphical parameters to predetermined classes of the classification: color value, tonal value, hatching.

8. The method according to claim 1, wherein the modeling of the string pattern is performed using the geometry of the intersecting strings and the inner contour of the racket head under one or more of the following basic conditions: definition of the inner contour of the racket head as infinitely stiff, specification of a progression of the stiffness of the racket head within and/or perpendicular to the string bed plane along the inner contour of the racket head, modeling of the string pattern as a fixed net.

9. The method according to claim 1, wherein data of the geometry of the intersecting strings and/or the inner contour of the racket head are used to model the string pattern, wherein the data of the geometry of the intersecting strings comprise the positions of the points of intersection of the strings.

10. The method according to claim 1, wherein the at least three points of the string pattern comprise at least three points of intersection.

11. The method according to claim 1, wherein the at least three points of the string pattern comprise at least five points of the string pattern.

12. The method according to claim 1, wherein the at least three points of the string pattern comprise at least ten points of the string pattern.

13. A representation of a string pattern image of a strung ball game racket frame, comprising: a representation of the string pattern, optionally including a representation of at least a portion of the ball game racket frame; and a classification of at least three points of the string pattern on the basis of at least one derived local property of the string pattern at said points.

14. The representation of a string pattern image according to claim 13, wherein the classification is graphically visualized in the representation, preferably by assigning one or more of the following graphical parameters to predetermined classes of the classification: color value, tonal value, hatching.

15. A set comprising a ball game racket frame and a representation of the string pattern image determined from the ball game racket frame according to claim 14.

Description

[0021] In the following, the present invention is explained in more detail by means of a particularly preferred embodiment of the method according to the invention with reference to the Figures, in which:

[0022] FIG. 1 shows the ball contact time determined according to the invention for a first exemplary string pattern;

[0023] FIG. 2 shows the ball contact time determined according to the invention for a second exemplary string pattern; and

[0024] FIG. 3 shows the ball contact time determined according to the invention for a third exemplary string pattern.

[0025] FIGS. 1 to 3 respectively show the ball contact time determined according to the invention for three different string patterns of a tennis racket. The starting point for the method according to the invention of this preferred embodiment was in each case a CAD line file in IGS format of all cross and main strings of a string pattern as well as the inner contour of the racket head of the respective tennis racket. The points of intersection of all main and cross strings were already connected in said file. Said file was read into a commercial FE software for implicit static analysis and a finite element net of beam elements having a corresponding string diameter was generated. Then, material properties such as Young's modulus (Young's modulus of the strings here: 10 GPa), density (density of the strings here: 1.3 g/cm.sup.3) and a fictitious coefficient of thermal expansion were assigned to the strings having a diameter of 1.25 mm in the present case as well as to the inner contour of the racket head in order to achieve the preload. In the present embodiment, the racket head was defined as infinitely stiff. However, it would also be possible to assign a specific stiffness to the racket head that varies along the length both in the direction of the string bed plane and transverse to the string bed plane.

[0026] The nodes of the string pattern were then locked and all beam elements of the finite element net were cooled to achieve a preload of 180 N per main and cross strings. Subsequently, all nodes were released again and the edge nodes, i.e. the connections of the main and cross strings with the inner contour of the racket head, were locked.

[0027] In the present embodiment, identical main and cross strings were used and an identical pre-load was applied thereto. However, the method according to the invention can also be carried out with so-called hybrid string patterns, in which the main and cross strings differ from one another in their material properties, their diameter and/or the preload applied thereto.

[0028] In the present embodiment, the string pattern image was modeled as a fixed net. This means that the main and cross strings are not interwoven with each other in such a modeling, but are modeled as fixed connection points.

[0029] Once the string pattern had been modeled in this way and a defined preload applied thereto, at least one physical quantity describing the local deformation of the string pattern could be determined at at least three points of the string pattern in response to a defined force acting on the respective point of the string pattern. In the present embodiment, this was done in the context of a calculation loop for all points of intersection of the main and cross strings. For each point of intersection, a normal force of 100 N was applied to that point of intersection and the vector describing the punctual three-dimensional deformation at the respective point of intersection was calculated. Subsequently, the force was canceled again and the same force was applied to the next point of intersection.

[0030] Upon completion of said calculation loop, a deformation vector Def (xi, yj) is available for each point of intersection (xi, yj) of the main string i with the cross string j. Along with the applied force F=100 N, the local stiffnesses of the string pattern can be determined therefrom:

[00001]$k_{ij}=\frac{F}{\left|\mathrm{Def}\left(x_i,y_j\right)\right|}$

[0031] Of course, the local compliance of the string pattern can also be determined as an inverse ratio instead:

[00002]$s_{ij}=\frac{\left|\mathrm{Def}\left(x_i,y_j\right)\right|}{F}=1/k_{ij}$

[0032] Furthermore, the local contact times can also be calculated from the local stiffnesses kij according to:

[00003]$T_{ij}=\pi \sqrt{\frac{m}{k_{\mathrm{ij}}}}$

wherein m denotes the mass of the ball.

[0033] As already initially explained, individual components of the local stiffness can also be determined if not (as in this embodiment) a pure normal force acts on the string pattern points, but a general force vector F=(Fx, Fy, Fz). In this case, for example, the local stiffness in the direction perpendicular to the string bed plane can be determined according to:

[00004]$k_z=\frac{F_z}{{\mathrm{Def}}_z}$

[0034] Also the angle of deflection with respect to the string bed plane normal can be determined according to:

[00005]$\alpha =a\tan \frac{{\mathrm{Def}}_X}{{\mathrm{Def}}_Z}$

[0035] FIGS. 1 to 3 respectively show the results of the analysis described above for the example of the ball contact time T.sub.ij for three different string patterns of a tennis racket. In this representation, a square is shown for each mesh of the string pattern, the gray tone of which corresponds to the ball contact time in seconds, wherein the scale ranges from 0.0040 s (white) to 0.0047 s (black).

[0036] As can be clearly deduced from FIGS. 1 to 3 (a correspondingly colored representation is actually to be preferred in this respect), the areas of the string pattern which exhibit the longest contact time, i.e. the areas which allow the greatest control, are shifted further and further upwards from a grip-side position towards the end of the racket head. This can be excellently visualized by means of a representation according to the invention and, thus, the playing properties of the string pattern can be characterized accordingly well.

[0037] The other aforementioned local properties of the string pattern and the classifications based thereon can, of course, be analogously represented. Different properties can be represented in different graphics or combined in one and the same graphic.