VARIABLE THICKNESS CARBON FIBER COMPOSITE RIM STRUCTURE AND PLY DESIGN METHOD THEREOF

Abstract

A variable thickness rim structure made of carbon fiber composite includes an outer ply block, that is paved as an outer side of the rim structure; an upper ply block, that is paved as an upper part of an inner side of the rim structure; a lower ply block, that is paved as a lower part of the inner side of the rim structure; a filling ply block, that is paved among the outer ply block, the upper ply block, and the lower ply block, where a first end of the upper ply block and a first end of the lower ply block extend inwards to form an annular connecting flange; a second end of the upper ply block extends upwards and a second end of the lower ply block extends downwards to form a rim ring together with the outer ply block.

Claims

1. A variable thickness rim structure made of carbon fiber composite, formed by paving multiple layers of carbon fibers, comprising: an outer ply block that is paved as an outer side of the rim structure, the outer ply block being of an equal thickness multilayer structure; an upper ply block that is paved as an upper part of an inner side of the rim structure, the upper ply block being of a variable thickness differential layer structure; a lower ply block that is paved as a lower part of the inner side of the rim structure, the lower ply block being of a variable thickness differential layer structure; and a filling ply block that is paved among the outer ply block, the upper ply block, and the lower ply block, the filling ply block being an equal thickness multilayer structure; wherein: a first end of the upper ply block and a first end of the lower ply block extend inwards to form an annular connecting flange; and a second end of the upper ply block extends upwards, and a second end of the lower ply block extends downwards to form a rim ring together with the outer ply block.

2. The variable thickness rim structure according to claim 1, wherein: the outer ply block comprises 15 layers in total and has a total thickness of 2.25 mm; various layers of the outer ply block are paved in a direction from the outer side to the inner side of the rim structure; and first angles of the various layers of the outer ply block are as follows respectively: [45°/45°/0°/90°/45°/0°/90°/90°/90°/0°/−45°/90°/45°/90°/0°].

3. The variable thickness rim structure according to claim 2, wherein: the upper ply block comprises 25 layers in total; various layers of the upper ply block are paved in the direction from the outer side to the inner side of the rim structure; the upper ply block comprises a first upper ply area, a second upper ply area, and a third upper ply area that are arranged continuously in sequence; a sixth layer, a twelfth layer, and a twentieth layer of the first upper ply area are first upper differential layers; a starting end of each of the first upper differential layers is the second end of the upper ply block; lengths of the first upper differential layers are increased layer by layer from outside to inside; an increment value of adjacent two of the first upper differential layers is ranged from 1.5 to 3 mm; and a termination end of the twentieth layer of the first upper ply area is close to a first end of the second upper ply area; a third layer, a ninth layer, a fourteenth layer, a seventeenth layer, and a twenty-third layer in the third upper ply area are second upper differential layers; a starting end of each of the second upper differential layers is the first end of the upper ply block; lengths of the second upper differential layers are increased layer by layer from outside to inside; an increment value of adjacent two of the second upper differential layers is ranged from 1.5 to 3 mm; and a termination end of the twenty-third layer of the third upper ply area is close to a second end of the second upper ply area; when each of the first and second upper differential layers is paved, a next layer is paved in an overlapping manner with a first overlapping angle less than tangent ( 1/10); remaining layers, except the first and second upper differential layers of the upper ply block are shared layers and are uniformly covered and paved in the first upper ply area, the second upper ply area, and the third upper ply area; and a first glass fiber layer is further paved on an outer side of a twenty-fifth layer of the upper ply block.

4. The variable thickness rim structure according to claim 3, wherein second angles of the various layers of the upper ply block are as follows respectively from outside to inside: [45°/90°/−45°/0°/90°/45°/902°/−45°/0°/90°/45°/902°/−45°/0°/45°/90°/0°/−45.sub.2°/45°].

5. The variable thickness rim structure according to claim 4, wherein the lower ply block comprises 36 layers in total; various layers of the lower ply block are paved in the direction from the outer side to the inner side of the rim structure; the lower ply block comprises a first lower ply area, a second lower ply area, and a third lower ply area that are arranged continuously in sequence; a second layer, a sixth layer, an eighth layer, a eleventh layer, a thirteenth layer, a sixteenth layer, a eighteenth layer, a twenty-first layer, a twenty-third layer, a twenty-sixth layer, a twenty-eighth layer, a thirty-first layer, a thirty-third layer, and a thirty-fifth layer of the first lower ply area are first lower differential layers; a starting end of each of the first lower differential layers is the first end of the lower ply block; lengths of the first lower differential layers are increased layer by layer from outside to inside; an value of adjacent two of the first lower differential layers is ranged from 1.5 to 3 mm; and a termination end of the thirty-fifth layer of the first lower ply area is close to a first end of the second lower ply area; a fourth layer, a ninth layer, a fourteenth layer, a nineteenth layer, a twenty-fourth layer, and a twenty-ninth layer of the third lower ply area are second lower differential layers; a starting end of each of the second lower differential layers is the second end of the lower ply block; lengths of the second lower differential layers are increased layer by layer from outside to inside; an increment value of adjacent two of the second lower differential layers is ranged from 1.5 to 3 mm; a termination end of the twenty-ninth layer of the third lower ply area is close to a second end of the second lower ply area; when each of the first and second lower differential layers is paved, a next layer is paved in an overlapping manner with a second overlapping angle which is less than tangent ( 1/10); remaining layers, except the first and second lower differential layers of the lower ply block are shared layers and are uniformly covered and paved in the first lower ply area, the second lower ply area, and the third lower ply area; and a second glass fiber layer is further paved on an outer side of a thirty-sixth layer of the lower ply block.

6. The variable thickness rim structure according to claim 5, wherein third angles of the various layers of the lower ply block are as follows respectively from outside to inside: [45°/90°/0°/−45°/90°/45°/90°/−45°/0°/45°/90°/−45°/0°/90°/45°/90°/−45°/90°/45°/0°/−45°/90°/45°/90°/−45°/0°/45°/−45°/90°/45°].

7. The variable thickness rim structure according to claim 6, wherein the filling ply block comprises 15 layers with lengths that vary stepwise; various layers of the filling ply block are paved in the direction from the outer side to the inner side of the rim structure; and fourth angles of the various layers of the filling ply block are as follows respectively: [45°/90°/−45°/0°/45°/90°/0°/−45°].

8. The variable thickness rim structure according to claim 7, wherein a first layer of the outer ply block and the twenty-fifth layer of the upper ply are paved by a same first layer piece, and a second layer of the outer ply block and a twenty-fourth layer of the upper ply block are paved by a same second layer piece; the first layer of the outer ply block and the thirty-sixth layer of the lower ply block are paved by a same third layer piece, and the second layer of the outer ply block and the thirty-fifth layer of the lower ply block are paved by a same fourth layer piece; and the twenty-fifth layer of the upper ply block and the thirty-sixth layer of the lower ply block are paved by a same fifth layer piece, and the twenty-fourth layer of the upper ply block and the thirty-fifth layer of the lower ply block are paved by a same sixth layer piece.

9. A ply design method for a variable thickness rim structure made of carbon fiber composite, comprising: determining overall thickness of the rim structure, under an assumption that the rim structure is an equal thickness structure; performing free dimension optimization on an assembled wheel comprising the rim structure based on fatigue and impact conditions to obtain variable thickness areas and thicknesses of the variable thickness areas; and paving layers in a manner of layer intercalating and with variable thickness and optimizing thicknesses and angles of layers of the variable thickness areas, so that the rim structure obtained has a lowest weight and a best fatigue resistance and impact resistance.

10. The ply design method according to claim 9, wherein: a formula for determining the overall thickness t.sub.c is as follows:
t.sub.c=t.sub.a√{square root over (σ.sub.sa/σ.sub.sc)} wherein: t.sub.a is thickness of an aluminum alloy wheel rim cast according to same size as that of the rim structure, σ.sub.sa is tensile strength of aluminum alloy, and σ.sub.sc is longitudinal tensile strength of a carbon fiber composite; when paving is performed in the manner of layer intercalating and with variable thickness, a layer adding strategy of intercalating differential layers is adopted in an area needing to be thickened of the rim structure, and a layer reducing strategy of reducing shared layers is adopted in an area needing to be thinned of the rim structure, and angles of layers of the rim structure meet requirements that: a number of layers at +45° is equal to a number of layers at −45°; proportions of layers at +45°, −45°, 0°, and 90° among total number of layers are not less than 10%; a number of continuous layers at a same angle is no more than 4; and when the thicknesses and angles of layers in the variable thickness areas are optimized, so that the angles of layers of the rim structure meet the requirements: the number of layers at +45° is equal to the number of layers at −45°; the proportions of layers at +45°, −45°, 0°, and 90° among total number of layers are not less than 10%; the number of the continuous layers at the same angle is no more than 4.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0045] FIG. 1 is a schematic structural diagram of a variable thickness rim structure made of carbon fiber composite according to the present disclosure;

[0046] FIG. 2 is a sectional view of the variable thickness rim structure made of carbon fiber composite according to the present disclosure;

[0047] FIG. 3 is a schematic diagram of layers of ply blocks of the variable thickness rim structure made of carbon fiber composite according to the present disclosure;

[0048] FIG. 4 is an assembly view and an exploded view of the variable thickness rim structure made of carbon fiber composite according to the present disclosure;

[0049] FIG. 5 is a schematic diagram of layers of an outer ply block according to the present disclosure;

[0050] FIG. 6 is a schematic diagram of ply areas and layers of an upper ply block of the rim structure according to the present disclosure;

[0051] FIG. 7 is a schematic diagram of ply areas and layers of a lower ply block according to the present disclosure;

[0052] FIG. 8 is a schematic diagram of layers of a first lower ply area according to the present disclosure;

[0053] FIG. 9 is a schematic diagram of layers of a third lower ply area according to the present disclosure;

[0054] FIG. 10 is a schematic diagram of layers of a filling ply block according to the present disclosure;

[0055] FIG. 11 is a flowchart of a ply design method for the variable thickness rim structure made of carbon fiber composite according to the present disclosure.

DETAILED DESCRIPTION

[0056] The following describes some non-limiting embodiments of the invention with reference to the accompanying drawings. The described embodiments are merely a part rather than all of the embodiments of the invention. All other embodiments obtained by a person of ordinary skill in the art based on the embodiments of the disclosure shall fall within the scope of the disclosure.

[0057] The present disclosure is further described in detail below with reference to the accompanying drawings, so that those skilled in the art can implement with reference to the text of the description.

[0058] As shown in FIGS. 1 to 10, the present disclosure provides a variable thickness rim structure made of carbon fiber composite, which includes a rim ring 100, a connecting flange 200, an outer ply block 300, an upper ply block 400, a lower ply block 500, and a filling ply block 600. A variable thickness carbon fiber composite rim is of an axisymmetric multilayer structure. The outer ply block 300 is arranged as an outer side of the rim structure. The upper ply block 400 is paved as an upper part of an inner side of the rim structure. The lower ply block 500 is paved as a lower part of the inner side of the rim structure. The filling ply block 600 is further paved in a gap formed among the outer ply block 300, the upper ply block 400, and the lower ply block 500. The outer ply block, the upper ply block, and the lower ply block is in a “three-sectional symmetrical stacking” ply form. A first end of the upper ply block 400 and a first end of the lower ply block extend in a symmetrical direction to form the connecting flange 200. The connecting flange 200 is configured for connecting the rim and a matched spoke to form an assembled wheel. The connecting flange 200 is arranged horizontally. A second end of the upper ply block 400 extends upwards and a second end of the lower ply block 500 extends downwards to form the rim ring 100 together with the outer ply block 300.

[0059] The length of each ply block is determined by calculating the designed rim size. A contour shape of the outer ply block 300 in the axial direction is ensured by the inner surface shape of a rim forming mold according to the structural design of the rim and the assembly fit requirement with a tire. Contour shapes of the upper ply block 400 and the lower ply block 500 are determined by the shape of the outer ply block 300 and a structure of the connecting flange 200 of the rim and the spoke. A shape of the filling ply block 600 is formed by the shapes of the upper ply block 400 and the lower ply block 500 and the structure of the connecting flange 200 of the rim and the spoke. The sequence of layers and the fiber direction are selected according to the requirement of fatigue and impact performance of the rim.

[0060] The outer ply block 300 is of an equal thickness multilayer structure. Both the upper ply block 400 and the lower ply block 500 are of variable thickness differential layer structures. Each of the upper ply block 400 and the lower ply block 500 includes multiple differential layers and shared layers. In addition, in the paving direction, a next layer relative to each current differential layer is a shared layer and is paved on the differential layer in an overlapping manner. The overlapping angle is less than tan ( 1/10), where the differential layer is the layer that is paved in a local area of a ply surface; the shared layer is the layer that is paved in all areas of the ply surface.

[0061] In the present embodiment, preferably, the value of the thickness of a single layer of the carbon fiber composite is measured by calculating the thickness of unidirectional cloth woven by carbon fibers of 24K tows T300, and is 0.15 mm.

[0062] For the carbon fibers of other tows and model numbers, the number of layers, the sequence of layers, and the direction of each layer need to be adjusted and changed correspondingly due to the change of the mechanical properties of the material and the thickness of the single layer. However, the “three-sectional symmetrical stacking” ply design method is generally applicable.

[0063] As shown in FIGS. 5 to 10, in the present embodiment, preferably, all of the paving directions of the outer ply block 300, the upper ply block 400, the lower ply block 500, and the filling ply block 600 are from the outer side of the rim to the symmetrical axis direction of the inner side of the rim.

[0064] In the present embodiment, preferably, the 0° direction of layer is defined as the direction that carbon fibers are parallel to the symmetrical axis of the rim or point to a circumferential center; the 90° direction of layer is defined as the direction that the carbon fibers are perpendicular to the symmetrical axis of the rim. The angles and the sequence of layers of each ply block are as shown in Table 1.

TABLE-US-00001 TABLE 1 angles and sequence of layers in each ply block of rim Upper ply block Lower ply block First Second Third First Second Third Outer upper upper upper lower lower lower Filling ply ply ply ply ply ply ply ply block area area area area area area block Layer 45 45 45 45 1 Layer −45 90 90 90 2 Layer 0 −45 0 −45 3 Layer 90 0 90 0 4 Layer 45 90 −45 45 5 Layer 0 −45 90 90 6 Layer 90 45 45 0 7 Layer 90 90 90 −45 8 Layer 90 90 0 0 9 Layer 0 −45 −45 90 10 Layer −45 0 0 45 11 Layer 90 0 45 0 12 Layer 45 90 90 −45 13 Layer 90 45 90 90 14 Layer 0 90 −45 45 15 Layer 90 0 16 Layer −45 90 17 Layer 0 45 18 Layer 45 0 19 Layer −45 90 20 Layer 90 −45 21 Layer 0 90 22 Layer −45 45 23 Layer −45 −45 24 Layer 45 0 25 Layer −45 26 Layer 90 27 Layer 45 28 Layer 45 29 Layer 90 30 Layer −45 31 Layer 0 32 Layer 45 33 Layer −45 34 Layer 90 35 Layer 45 36

[0065] As shown in FIG. 3, FIG. 4, FIG. 5, and Table 1, the outer ply block 300 adopts an equal thickness ply design and has a total thickness of 2.25 mm. A total of 15 carbon fiber composite layers are paved. The first angles and sequence of various layers are respectively as follows:

[0066] [45°/−45°/0°/90°/45°/0°/90°/90°/90°/0°/−45°/90°/45°/90°/0°].

[0067] As shown in FIG. 3, FIG. 4, FIG. 6, and Table 1, the upper ply block 400 is designed by adopting a variable thickness ply according to the performance of the rim. A total of 25 carbon fiber composite layers are paved. The upper ply block includes three sub-ply areas, namely, a first upper ply area 401, a second upper ply area 402, and a third upper ply area 403, which are arranged continuously in sequence.

[0068] In the first upper ply area 401, a sixth layer 4006, a twelfth layer 4012, and a twentieth layer 4020 are differential layers; a starting end of each differential layer is the second end of the upper ply block 400; the lengths of various differential layers are increased layer by layer from outside to inside; the range of the increment value of adjacent two differential layers is 1.5 to 3 mm; in addition, a termination end of the twentieth layer 4020 is close to a first end of the second upper ply area 402. In the third upper ply area 403, a third layer 4003, a ninth layer 4009, a fourteenth layer 4014, a seventeenth layer 4017, and a twenty-third layer 4023 are all differential layers; a starting end of each differential layer is the first end of the upper ply block 400; the lengths of various differential layer are increased layer by layer from outside to inside; the range of the increment value of adjacent two differential layers is 1.5 to 3 mm, where a termination end of the third layer 4003 extends beyond a horizontal section of the connecting flange 200 of the rim and the spoke; and a termination end of the twenty-third layer 4023 is close to a second end of the second upper ply area 402. Remaining layers, except the differential layers, of the upper ply block 400 are shared layers, which are uniformly covered and paved in the first upper ply area 401, the second upper ply area 402, and the third upper ply area 403 of the upper ply block 400.

[0069] In the upper ply block 400, a first glass fiber layer is additionally paved on an outer side of a twenty-fifth layer of the upper ply block. The problem about electrochemical corrosion caused by the electric conduction of the carbon fibers is avoided when the carbon fiber composite rim is connected to a spoke of a different material. A starting end of the first glass fiber layer is located at the first end of the upper ply block, and a termination end of the first glass fiber layer is at a tail end of the horizontal section of the connecting flange 200 of the rim and the spoke.

[0070] In the present embodiment, preferably, the thickness of the first glass fiber layer is 0.1 mm.

[0071] As shown in FIG. 3, FIG. 4, FIG. 7, FIG. 8, FIG. 9, and Table 1, the lower ply block 500 is designed by adopting a variable thickness ply according to the performance of the rim. A total of 36 carbon fiber composite layers are paved. The lower ply block includes three sub-ply areas, namely, a first lower ply area 501, a second lower ply area 502, and a third lower ply area 503, which are arranged continuously in sequence.

[0072] In the first lower ply area 501, a second layer 5002, a sixth layer 5006, and a eighth layer 5008, a eleventh layer 5011, a thirteenth layer 5013, a sixteenth layer 5016, a eighteenth layer 5018, a twenty-first layer 5021, a twenty-third layer 5023, a twenty-sixth layer 5026, a twenty-eighth layer 5028, a thirty-first layer 5031, a thirty-third layer 5033, and a thirty-fifth layer 5035 are differential layers; a starting end of each differential layer is a first end of the lower ply block 500; the lengths of various differential layers are increased layer by layer from outside to inside; the range of the increment value of adjacent two differential layers is 1.5 to 3 mm, where a termination end of the second layer 5002 extends beyond the horizontal section of the connecting flange 200; the thirty-fifth layer 5035 is close to a first end of the second lower ply area 502. In the third upper ply area 503, a fourth layer 5004, a ninth layer 5009, a fourteenth layer 5014, a nineteenth layer 5019, a twenty-fourth layer 5024, and a twenty-ninth layer 5029 are differential layers; a starting end of each differential layer is located at the lowest end of the rim ring 100, and is the second end of the lower ply block 500; the lengths of various differential layer is increased layer by layer from outside to inside, where a termination end of the twenty-ninth layer 5029 is close to a second end of the second ply area 502; the range of the increment value of adjacent two differential layers is 1.5 to 3 mm. Remaining layers, except the first and differential layers, of the lower ply block 500 are shared layers, which are uniformly covered and paved in the first lower ply area 501, the second lower ply area 502, and the third lower ply area 503.

[0073] The third angles and sequence of various layers of the lower ply block 500 are respectively as follows: [45°/90°/0°/−45°/90°/45°/90°/−45°/0°/45°/90°/−45°/0°/90°/45°/90°/−45°/90°/45°/0°/−45°/90°/45°/90°/−45°/0°/45°/−45°/90°/45°].

[0074] A second glass fiber layer is additionally paved outside the carbon fiber composite layer of the thirty-sixth layer 5036 of the lower ply block 500. The problem about electrochemical corrosion caused by the electric conduction of the carbon fibers is avoided when the rim made from the carbon fiber composite is connected to a spoke made from a different material. A starting end of the second glass fiber layer is located at the first end of the upper ply block, and a termination end of the second glass fiber layer is at the tail end of a horizontal section of the connecting flange 200 of the rim and the spoke. The first glass fiber layer of the upper ply block 400 and the second glass fiber layer of the lower ply block 500 uniformly coat the connecting flange 200 of the spoke in a rim area.

[0075] In the present embodiment, preferably, the thickness of the second glass fiber layer is 0.1 mm.

[0076] As shown in FIG. 4 and Table 1, the first carbon fiber composite layer of the outer ply block 300 and the twenty-fifth carbon fiber composite layer of the upper ply block 400 are from the same layer piece, and the second carbon fiber composite layer of the outer ply block 300 and the twenty-fourth carbon fiber composite layer of the upper ply block 400 are from the same layer. Meanwhile, the first carbon fiber composite layer of the outer ply block 300 and the thirty-sixth carbon fiber composite layer of the lower ply block 500 are from the same layer piece, and the second carbon fiber composite layer of the outer ply block 300 and the thirty-fifth layer carbon fiber composite layer 5035 of the lower ply block 500 are from the same layer piece. The twenty-fifth carbon fiber composite layer of the upper ply block 400 and the thirty-sixth carbon fiber composite layer of the lower ply block 500 are from the same layer piece and the twenty-fourth carbon fiber composite layer of the upper ply block 400 and the thirty-fifth carbon fiber composite layer 5035 of the lower ply block 500 are from the same layer piece.

[0077] The angles of the 15 layers of the outer ply block 300 and the 17 shared layers of the upper ply block 400 adopt a strategy of symmetry and equality. The angles of the 15 layers of the outer ply block 300 and the 16 shared layers of the lower ply block 500 adopt a strategy of symmetry and equality. The angles of the 17 shared layers of the upper ply block 400 and the 16 shared layers of the lower ply block 500 adopt a symmetrical and equal strategy.

[0078] As shown in FIG. 6, FIG. 8, and FIG. 9, the next layer relative to each current differential layer is paved in an overlapping manner with an overlapping angle is less than tangent ( 1/10), when the sixth differential layer 4006, the twelfth differential layer 4012, and the twentieth differential layer 4020 of the first upper ply area 401 in the upper ply block, the third differential layer 4003, the ninth differential layer 4009, the fourteenth differential layer 4014, the seventeenth differential layer 4017, and the twenty-third differential layer 4023 of the third upper ply area 403 in the upper ply block, the second differential layer 5002, the sixth differential layer 5006, and the eighth differential layer 5008, the eleventh differential layer 5011, the thirteenth differential layer 5013, the sixteenth differential layer 5016, the eighteenth differential layer 5018, the twenty-first differential layer 5021, the twenty-third differential layer 5023, the twenty-sixth differential layer 5026, the twenty-eighth differential layer 5028, the thirty-first differential layer 5031, the thirty-third differential layer 5033, and the thirty-fifth differential layer 5035 of the first lower ply area 501 in the lower ply block 500, and the fourth differential layer 5004, the ninth differential layer 5009, the fourteenth differential layer 5014, the nineteenth differential layer 5019, the twenty-fourth differential layer 5024, and the twenty-ninth differential layer 5029 of the third upper ply area 503 in the lower ply block 500 are paved.

[0079] As shown in FIG. 11, the present embodiment further provides a ply design method for a variable thickness rim structure made of carbon fiber composite, which includes:

[0080] determining an overall thickness of a carbon fiber composite rim structure, under an assumption that the carbon fiber composite rim structure is an equal thickness structure;

[0081] performing a free dimension optimization on an assembled wheel including the carbon fiber composite rim structure based on fatigue and impact conditions to obtain variable thickness areas and the thicknesses of layers in each areas; and

[0082] paving layers in a manner of layer intercalating and with variable thickness and optimizing the thicknesses and the angles of layers in the variable thickness areas, so that the obtained carbon fiber composite rim structure has the lowest weight and the best fatigue resistance and impact resistance.

[0083] (1) Determination of Ply Solution Under an Initial Thickness:

[0084] The carbon fiber composite rim structure is assumed as an equal thickness structure, and the overall thickness of the carbon fiber composite rim is initially determined according to the thickness size of the aluminum alloy wheel rim cast in the same size.

[0085] A formula for determining the overall thickness t.sub.c is:

t.sub.c=t.sub.a√{square root over (σ.sub.sa/σ.sub.sc)}

[0086] Where, t.sub.a, is the thickness of an aluminum alloy wheel rim cast according to the same size as that of the variable thickness carbon fiber composite rim structure, σ.sub.sa, is the tensile strength of aluminum alloy, and σ.sub.sc is the longitudinal tensile strength of a carbon fiber composite.

[0087] The total thickness is then assigned to the thickness of each ply block as required; the number of layers in each ply block is calculated by dividing the thickness of the ply block by the thickness of a single layer of the used carbon fiber composite and rounding.

[0088] (2) Determination of a Variable Thickness Area:

[0089] In the present embodiment, preferably, the requirements stipulated in China standard GB/T 5334-2005 Performance Requirements and Test Methods for Passenger Car Wheels, GB/T15704-2012 Impact Test method for Light Alloy Wheels of Roadway Vehicles, and Automobile Industry Standard QC/T991-2015 90° Impact Test Methods for Light Alloy Wheels of Passenger Cars are met.

[0090] Simulation models of an assembled wheel including the carbon fiber composite rim structure of the present embodiment under bending and radial fatigue conditions and 13° and 90° impact conditions are established by a finite element method.

[0091] A free dimension optimization model of the assembled wheel is then established, and a design variable in an optimization is the thickness of each element in a finite element model of a rim.

[0092] A target function in the optimization is the least comprehensive flexibility of the assembled wheel structure under fatigue and impact conditions. The constraint condition in the optimization is that the weight reduction rate of the carbon fiber composite rim structure is not less than a predetermined weight reduction target compared with a cast aluminum alloy wheel rim of the same size; and the minimum layer thickness of the single layer of the rim is set.

[0093] The number of layers at +45° is equal to the number of layers at −45°; the proportions of the layers at +45°, −45°, 0°, and 90° of the total number of layers are all not less than 10%; and the number of the continuous layers at the same angle is no more than 4.

[0094] The maximum value and the minimum value of the layer thickness of each element in the finite element model of the rim are set.

[0095] Optimization results are set to be axisymmetric relative to the central axis of the rim structure; then, free dimension optimization is performed on the assembled wheel to obtain variable thickness areas of the rim and the thickness of layers of each area.

[0096] (3) Paving Layers in a Layer Intercalating Manner and with Variable Thickness:

[0097] In order to ensure the continuity of the layers, based on the initial layer thickness determined in step (1), with reference to variable thickness result of a rim determined in step (2), a layer adding strategy of intercalating differential layers is adopted in an area of the rim needing to be thickened, and a layer reducing strategy of reducing a shared layer is adopted in an area of the rim needing to be thinned to obtain a variable thickness ply model of the rim.

[0098] The differential layers are intercalated and the shared layers are reduced, so as to ensure that the layers of the whole rim structure meet the requirements that: the number of layers at +45° is equal to the number of layer at −45°; the proportions of the layers at +45°, −45°, 0°, and 90° among the total number of the layers are all not less than 10%; and the rules that the differential layers of adjacent variable thickness areas are not in the same layer as far as possible, and the differential layers are close to a middle plane as far as possible.

[0099] (4) Optimization Design of Thicknesses and Angles of Layers of the Variable Thickness Rim Structure

[0100] The thicknesses and the angles of layers of the variable thickness areas are optimized based on the initial variable thickness ply structure of the rim determined in step (3).

[0101] First, the thickness of each area is taken as a design variable, and an upper limit value and a lower limit value of each thickness variable are set.

[0102] During optimization, a new differential layer is intercalated into the areas of various thickness, so that the areas of various thickness reach an upper limit value of a thickness design variable; then, the thickness value of each newly intercalated differential layer is set between 0 and T, where T is the thickness of a single layer.

[0103] If the thickness of the newly intercalated differential layer is 0, then the intercalation layer does not exist; otherwise, the intercalation layer exists, and in turn the thickness design variable is converted into a value variable of the intercalation layer.

[0104] The angle of each layer is also taken as an optimization design variable while optimizing the thickness variable, and the angle and the thickness variable are coupled; during optimizing, the angles of various layers of the whole rim structure meet the requirements that: the number of layers at +45° is equal to the number of layers at −45°; the proportions of layers at +45°, −45°, 0°, and 90° among the total number of the layers are all not less than 10%; the number of the continuous layers at a same angle is no more than 4.

[0105] The objective of this round of optimization is to make the weight of the rim structure lowest, and the fatigue resistance and the impact resistance optimal.

[0106] In the present embodiment, preferably, an optimization algorithm is a multi-objective genetic algorithm.

[0107] In another embodiment, preferably, an optimization algorithm is algorithms, such as a multi-objective particle swarm algorithm.

[0108] During an optimization design of the layer thickness and angle of the variable thickness rim structure, the optimization objective of the best fatigue resistance and impact resistance of the rim structure is quantified into three indicators: 1) the structural failure index of the rim structure under bending and radial fatigue conditions and 13° and 90° impact conditions is the minimum, and the failure criterions include Tsai-Wu Failure Criteria, Hashin's Failure Criteria, and Puck criterions, so as to ensure that the fatigue resistance and impact resistance of a main body structure of the rim are strongest. 2) The connection failure index of the rim structure under bending and radial fatigue conditions and 13° and 90° impact conditions is the minimum, and the failure criterion is Yamada-Sun criterion, to ensure that the fatigue resistance and impact resistance of a mechanical connection structure at the connecting flange of the rim and the spoke are strongest. 3) The flexibility of the rim structure under bending and radial fatigue conditions and 13° and 90° impact conditions is the minimum, to ensure that the overall stiffness of the rim structure is the maximum.

[0109] In the present embodiment, preferably, the 13° and 90° impact conditions include four conditions of impact directly facing a spoke rib at 13°, impact directly facing an air valve nozzle window at 13°, impact directly facing a window at 90°, and impact directly facing the air valve nozzle window at 90°.

[0110] Although the implementation solutions of the present disclosure have been disclosed as above, it is not limited to the application listed in the description and implementation manners. It can be fully applied to various fields suitable for the present disclosure. For those familiar with the art, additional modifications can be easily realized. Therefore, the present disclosure is not limited to specific details and illustrations shown and described herein without departing from the general concept defined by the claims and the equivalent scope.