CN110181839B - Green lightweight fiber reinforced metal layer pipe and manufacturing method thereof - Google Patents

Green lightweight fiber reinforced metal layer pipe and manufacturing method thereof Download PDF

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CN110181839B
CN110181839B CN201910387535.1A CN201910387535A CN110181839B CN 110181839 B CN110181839 B CN 110181839B CN 201910387535 A CN201910387535 A CN 201910387535A CN 110181839 B CN110181839 B CN 110181839B
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layer aluminum
aluminum pipe
pipe
stress
strain
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CN110181839A (en
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杨建伟
郎梓荐
姚德臣
何山
孙茂林
林晨滢
薛欣悦
张猛
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Beijing University of Civil Engineering and Architecture
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Beijing University of Civil Engineering and Architecture
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29DPRODUCING PARTICULAR ARTICLES FROM PLASTICS OR FROM SUBSTANCES IN A PLASTIC STATE
    • B29D23/00Producing tubular articles
    • B29D23/001Pipes; Pipe joints

Abstract

A method for manufacturing a green lightweight fiber reinforced metal layer pipe. The method comprises the steps of arranging fiber prepreg between an inner layer aluminum pipe and an outer layer aluminum pipe, enabling the fiber prepreg to be wrapped by the inner layer aluminum pipe and the outer layer aluminum pipe, and enabling the fiber prepreg, the inner layer aluminum pipe and the outer layer aluminum pipe to be integrated into a whole through expansion joint treatment along with the inner layer aluminum pipe and the outer layer aluminum pipe, wherein an expansion joint loading path of pressure of the expansion joint treatment is determined according to the intrinsic relation of a fiber reinforced metal layer. Therefore, the fiber reinforced metal layer pipe can combine the advantages of two materials of aluminum and resin to obtain the fiber reinforced metal layer pipe with performance parameters meeting the requirements.

Description

Green lightweight fiber reinforced metal layer pipe and manufacturing method thereof
Technical Field
The invention relates to the field of composite materials, in particular to a green lightweight fiber reinforced metal layer pipe and a manufacturing method thereof.
Background
Light weight is a development trend in the aerospace, high speed railway, automobile and other transportation machinery manufacturing industries. The adoption of a thin-wall, integral and light structure is an important measure for realizing a lightweight product. The world climate Cop15, held in Copenhagen, Denmark in 2009, advocates green low carbon lifestyle and enterprise production and consumption. For green manufacturing, an important measure is to design the components to be light weight. Meanwhile, the requirements of the automobile industry on environmental protection, safety, corrosion resistance and the like are more and more strict in various countries and regions, and the index requirements greatly promote automobile manufacturers worldwide to actively develop environment-friendly automobile products. Statistical results show that automobiles manufactured by light weight design can reduce the mass of automobiles by about 25% compared with the conventional steel manufacturing.
The common light weight design is realized by mainly utilizing the characteristic of low density of aluminum alloy. However, although conventional metal materials such as aluminum alloy have better plasticity than other materials and are easy to machine, the corrosion resistance is relatively poor; the fiber reinforced resin matrix composite has high specific modulus, specific strength, corrosion resistance and fatigue performance, but has poor impact damage resistance and ductility, is easily affected by moisture, and has great influence on moisture aging by environment. Both of them have obvious defects when used as materials for transport machinery alone.
The fiber reinforced metal layer tube is able to combine the advantages of both materials. The fiber reinforced metal layer pipe is one kind of interlaminar super-mixed material comprising metal layer pipe and fiber composite material and through alternate layering and curing at certain pressure and temperature. However, the existing fiber reinforced metal layer pipe has a stress model for pipe forming and pressing due to the strict design of the manufacturing process, and the existing CLT theory has a limit on the stress analysis of different fiber reinforced metal layer pipes. The method can only analyze the uniaxial tensile property of MVF between 0.45 and 0.85, so that the obtained intrinsic relationship is inaccurate, the expansion joint loading path established based on the intrinsic relationship has corresponding errors, and the fiber reinforced metal layer pipe with the performance parameters meeting the requirements is difficult to obtain by processing according to the expansion joint loading path.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides a green lightweight fiber reinforced metal layer pipe and a manufacturing method thereof, aiming at solving the defect of product performance caused by the existing manufacturing and processing technology. The invention specifically adopts the following technical scheme.
A method for manufacturing a green lightweight fiber reinforced metal layer tube, comprising the steps of:
firstly, respectively soaking an inner layer aluminum tube and an outer layer aluminum tube in an acetone solution, and then cleaning with clean water;
secondly, respectively carrying out alkaline washing on the inner-layer aluminum tube and the outer-layer aluminum tube in an alkaline solution at the temperature of 55 ℃ for 1-2 minutes, and then washing and drying the tubes with clean water; wherein the alkaline solution comprises the following components in a mass ratio of 20: 1: 1, clear water, sodium hydroxide and anhydrous sodium carbonate;
cutting the fiber prepreg into a size capable of completely covering the outer wall surface of the inner-layer aluminum pipe, adhering the fiber prepreg to the outer wall surface of the inner-layer aluminum pipe and adhering the fiber prepreg to the outer wall surface of the inner-layer aluminum pipe to cut the edge of the fiber prepreg;
fourthly, performing expanded joint simulation on the inner-layer aluminum pipe attached with the fiber prepreg, wherein in the expanded joint simulation, an expanded joint loading path corresponding to pressure applied to the inner wall of the inner-layer aluminum pipe is determined according to the intrinsic relation of the fiber reinforced metal layer;
fifthly, calculating compensation quantity for the thickness of the outer-layer aluminum pipe and the thickness of the fiber prepreg according to expansion joint simulation data to determine the size of an expansion joint die;
sixthly, wrapping the outer-layer aluminum pipe on the outer walls of the fiber prepreg and the inner-layer aluminum pipe, integrally arranging the outer-layer aluminum pipe, the fiber prepreg arranged in the outer-layer aluminum pipe and the inner-layer aluminum pipe in an expansion joint mould, and applying pressure to the inner wall of the inner-layer aluminum pipe to perform expansion joint treatment; in the expansion joint treatment, the expansion joint loading path of the pressure is determined according to the intrinsic relation of the fiber reinforced metal layer;
and seventhly, removing the pressure, and performing blanking treatment and/or curing treatment on the fiber reinforced metal layer pipe obtained in the expansion die.
Preferably, in the process of performing the expansion joint treatment in the sixth step, the method further includes: carrying out heat treatment on the inner layer aluminum pipe and the outer layer aluminum pipe; and anodizing the surfaces of the inner-layer aluminum pipe and the outer-layer aluminum pipe at the same time.
Preferably, the eigenrelations of the fiber-reinforced metal layer are obtained by:
step 1, establishing a yield trajectory of
Figure GDA0002132744520000031
Wherein
Figure GDA0002132744520000032
m is a non-quadratic yield function index, x is a direction parallel to the rolling direction, y is a direction perpendicular to the rolling direction, and z is a direction perpendicular to the plane of the plate; a, h, p are material parameters characterizing anisotropy, and σ denotes stress tensor in corresponding directions;
step 2, establishing a hardening model according to the material parameters a, h and p for characterizing the anisotropy
Figure GDA0002132744520000033
Wherein ε represents the bulk strain; y represents the elastic strain when the material yields, and is the effective plastic strain; k represents a coefficient;
step 3, if the initial yield strain SIGY is zero, the strain when yielding can be obtained by a linear elastic stress strain equation and a strain hardening equation: σ ═ E ∈; and further calculating to obtain the strain of the material when yielding as follows:
Figure GDA0002132744520000041
e represents stress;
if the initial yield stress SIGY is not equal to zero and is greater than 0.02, the strain at yield can be derived from the linear elastic stress strain equation and the strain hardening equation
Figure GDA0002132744520000042
Step 4, performing expanded joint calculation, wherein R represents the radius of the outer-layer aluminum pipe, R represents the radius of the inner-layer aluminum pipe, and lower corner marks i and o respectively represent the inner wall and the outer wall; θ represents circumferential direction; r represents an axial direction; u represents the amount of recovery; then, it is obtained according to the formula of lami:
Figure GDA0002132744520000043
further considering the mises yield criterion, the ultimate pressure of the inner aluminum tube can be obtained:
Figure GDA0002132744520000044
the deformation equation is introduced by considering that the inner layer aluminum pipe enters a plastic and elastic coexisting state
Figure GDA0002132744520000045
And integration can yield:
Figure GDA0002132744520000046
bringing the aluminum pipe into the boundary condition at the inner wall of the inner aluminum pipe: when r is riSometimes has ar-p; and carry into the yield criterion, the following equation is obtained:
Figure GDA0002132744520000051
the same calculation is carried out on the outer-layer aluminum pipe, and the pressure of the outer pipe reaching the elastic limit can be obtained by utilizing the deformation coordination condition of the inner pipe and the outer pipe:
Figure GDA0002132744520000052
when considering that the amount of recovery of the unloaded inner and outer tubes is the same, i.e. Δ ur0=ΔuRiThe residual contact pressure can be obtained:
Figure GDA0002132744520000053
wherein c is a constant determined by the material of the inner and outer tubes and the collection parameters, and c is:
Figure GDA0002132744520000054
preferably, in the step 1, the anisotropic material parameters a, h, p are obtained by a stress calculation method, or calculated according to the thickness anisotropy indexes r0, r45, r 90;
the stress calculation method comprises the steps of calculating the stress under different loading conditions by adopting Bishop and Hill material models so as to obtain anisotropic material parameters a, h and p; in the stress calculation method, sigma is assumed90Taus 1, tau is yield stress in the case of single drawing at 90 degrees to the rolling directions2Is the yield stress at pure shear, the shear stress is sigmayy=-σxx=τs2When, σxyWhen σ is 0xx=σyyWhen equal to 0, σxy=τs1Calculating the parameters of the material to obtain anisotropy
Figure GDA0002132744520000055
Figure GDA0002132744520000056
Figure GDA0002132744520000061
The step of calculating according to the thick anisotropy indexes r0, r45 and r90 specifically comprises the following steps:
Figure GDA0002132744520000062
for uniaxial stretching, r is related to p by a single value
Figure GDA0002132744520000063
Carrying out iterative computation to obtain anisotropic material parameters a, h and p; in the formula, σ90The yield strength is measured at 90 ° single draw from the rolling direction, and m is 8 for face centered cubic materials and 6 for body centered cubic materials.
Advantageous effects
According to the invention, the fiber prepreg is arranged between the inner layer aluminum pipe and the outer layer aluminum pipe, so that the fiber prepreg is wrapped by the inner layer aluminum pipe and the outer layer aluminum pipe and is subjected to expansion joint treatment along with the inner layer aluminum pipe and the outer layer aluminum pipe, and further is integrated with the inner layer aluminum pipe and the outer layer aluminum pipe into a whole. Wherein the expansion joint loading path of the pressure of the expansion joint treatment is determined according to the intrinsic relation of the fiber reinforced metal layer. Therefore, the fiber reinforced metal layer pipe can combine the advantages of two materials of aluminum and resin to obtain the fiber reinforced metal layer pipe with performance parameters meeting the requirements.
Additional features and advantages of the invention will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by practice of the invention.
Drawings
The accompanying drawings are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the principles of the invention and not to limit the invention. In the drawings:
FIG. 1 is a schematic view of an apparatus for manufacturing a green lightweight fiber-reinforced metal layer pipe according to the present invention;
FIG. 2 is a schematic representation of a cross-section of a fiber reinforced metal layer tube of the present invention;
FIG. 3 is a schematic view of the structure of a single-pull test piece according to the present invention;
fig. 4 is a flow chart of a method of the present invention.
In the figure, 1 denotes a left-side displacement sensor; 2 denotes a left rodless chamber pressure sensor; 3 denotes a left rod chamber pressure sensor; 4 denotes an ultra-high pressure sensor; 5 denotes a right rod chamber pressure sensor; 6 denotes a right rodless chamber pressure sensor; 7 denotes a right-side displacement sensor; 8 denotes a control system; 9 denotes a hydraulic system; 10 denotes a water system; 11 denotes a supercharging system; and 12, a test tool.
Detailed Description
In order to make the purpose and technical solution of the embodiments of the present invention clearer, the technical solution of the embodiments of the present invention will be clearly and completely described below with reference to the drawings of the embodiments of the present invention. It is to be understood that the embodiments described are only a few embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the described embodiments of the invention without any inventive step, are within the scope of protection of the invention.
It will be understood by those skilled in the art that, unless otherwise defined, all terms (including technical and scientific terms) used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. It will be further understood that terms, such as those defined in commonly used dictionaries, should be interpreted as having a meaning that is consistent with their meaning in the context of the prior art and will not be interpreted in an idealized or overly formal sense unless expressly so defined herein.
The meaning of "and/or" in the present invention means that the respective single or both of them exist individually or in combination.
Fig. 1 is a manufacturing apparatus of a green lightweight fiber reinforced metal layer pipe according to the present invention, which is used for performing expansion joint treatment on a structure to be processed of the fiber reinforced metal layer pipe shown in fig. 2. Referring to fig. 2, in the expansion joint process, the expansion joint of the aluminum pipe of the composite double-layer or multi-layer structure plastically deforms the inner pipe after bulging, and the outer pipe elastically deforms. When the internal pressure is unloaded, the rebound amount of the outer pipe is larger than that of the inner pipe. Eventually, contact stresses remain at the interface path, causing mechanical bonding of the two layers of tubing, as shown in fig. 2. As a plastic forming method, the expansion joint forming composite layer pipe can greatly improve the utilization efficiency of materials and has high forming precision. In addition, the hydraulic expansion joint composite pipe has the advantages of uniform expansion joint force, uniform wall thickness distribution, high quality of the inner surface of the pipe and the like, and can be calculated according to the set parameters and the mechanical properties of two metal pipes.
The present invention also requires a pretreatment of the aluminum tube before the above-mentioned step. It includes:
1, cleaning the aluminum pipe. Firstly, the aluminum tube is simply washed and wiped clean, then the aluminum tube is slightly immersed into a prepared acetone solution, the acetone can carry out chemical reaction with partial impurities in the aluminum tube, and small bubbles can be observed to be generated on the wall of the aluminum tube. After the aluminum tube was soaked for a certain period of time, it was taken out and washed with clean water. Subsequently, the materials and the amounts were measured by a small scale as follows: 2500ml of clear water; 125g of sodium hydroxide; 125g of anhydrous sodium carbonate. After weighing, alkali washing is carried out, the prepared solution is stirred by a small key, heated to 55 ℃ while stirring, the heating is stopped, and then the solution reacts with substances on the surface of the aluminum tube and is washed for 1-2 minutes. Then cleaning with clean water and scrubbing. Finally drying with a furnace
2 sticking the prepreg. Measurement and shearing: the length (which can be measured to be longer) and the circumference of the aluminum pipe are measured, and a required part is cut off by scissors. Pasting and trimming: and (3) attaching the cut prepreg part to the surface of the aluminum pipe, and cutting off the redundant part to just attach.
And 3, determining an expansion joint treatment scheme. And (3) finishing the design of the expansion joint die in three-dimensional modeling software such as Solidworks 2008 and the like. In order to obtain the inner-layer pipe with small wall thickness reduction amount and uniform distribution, firstly, performing bulging simulation on the single-layer pipe, firstly, performing certain compensation on a bulging die in consideration of the thicknesses of the outer-layer pipe and the prepreg, and importing the file into Dynaform for simulation. In order to reduce the calculation amount and simplify parts such as a punch, the port of the pipe is sealed. And (5) optimizing the expansion joint path of the inner-layer pipe, and finally determining the loading path.
4 expanding and jointing GALRE layer pipes. This step is a core step. The inner and outer layer pipes are subjected to heat treatment to eliminate residual stress, plastic deformation capacity is improved, and the surfaces of the inner and outer layer pipes are subjected to anodization treatment during loading, so that the bonding strength is improved. An outer pipe is sleeved on the inner pipe, and prepregs are paved on the inner layer pipe and the outer layer pipe at 0 degrees, 45 degrees and 90 degrees respectively to obtain three different types of GLARE layer pipes and GLARE layer pipes obtained by weaving the prepregs. The inner tube was sealed and placed in the lower mold, after checking for no errors, the mold was closed, the internal pressure was increased and the material was replenished in the axial direction (the loading path was determined by the optimized loading path obtained at 4.1). In the invention, the length of the fiber layer needs to be accurately calculated, under the existing loading path, the perimeter of the inner wall of the outer pipe after the rebound of the inner pipe and the outer pipe is completed is determined, and +2mm is selected as an error to ensure that the inner pipe and the outer pipe are contacted with the fiber layer.
In the above process, the loading path determines the specific parameters according to the following steps.
A section with the length of 550/300mm (inner/outer) is taken as stock and is subjected to a free bulging experiment. And (4) rounding off the two ends of the pipe, and performing speckle spraying on the outer side of the pipe. Then, the pipe is fixed and sealed, and speckle calibration is performed first, as shown in fig. 2. Thereafter, the pipe is pressurized, and the pipe is plastically deformed as the internal pressure increases until the pipe is broken. Through calculation, a constitutive equation (in a power exponent mode) is obtained. Finally, the forming performance index obtained by the unidirectional stretching experiment is called as a basic forming performance index, the elastic modulus E, the yield strength Rp, the tensile strength Rm, the uniform elongation A, the ultimate elongation Ap, the anisotropy index r value, the strain hardening index n value, the strain hardening coefficient K value, the strain rate sensitive index m value, the yield ratio Rp/Rm, the section shrinkage Z after fracture and the like of the material can be obtained through the experiment, and in numerical simulation, the establishment of a material constitutive model depends on the parameters, particularly on the Rp, the r value, the n value and the K value. The specification of a sample of a common uniaxial tension test is shown in fig. 2, and a single-pull test piece is manufactured and subjected to a single-pull test.
In which the test piece structure of the single pull test was cut into the shape shown in fig. 3.
In numerical simulation, low simulation accuracy is a main aspect limiting the application of the numerical simulation, and the material constitutive relation is one of the main factors influencing the numerical simulation accuracy. In the constitutive relation, if the initial yield surface of the material is determined, namely the yield criterion is determined, a corresponding constitutive relation formula can be deduced by combining a certain strengthening rule, and after the constitutive relation is determined, the stress-strain behavior of the material in the deformation process can be predicted. The specific process is as follows:
1) and establishing a yield criterion.
The tube blank adopted in the liquid-filling forming of the guide tube is welded by plates, and the plates generally have certain deformation orientation and show obvious anisotropy after being rolled and thermally treated for many times during production, thereby having obvious influence on plastic deformation behavior. The main stress-strain state of the pipe in the hydraulic bulging is a plane stress state, and Barlat and Lian propose a yield criterion considering in-plane anisotropy under the condition of plane stress in 1989, wherein the yield criterion can accurately describe a yield locus obtained by using Bishop and Hill crystal material models, and the yield locus is shown as a formula (4-1):
Figure GDA0002132744520000111
wherein K1=(σxx+hσyy)/2,
Figure GDA0002132744520000112
Wherein m is a non-quadratic yield function index; x, y and z are respectively parallel to the rolling direction and vertical to the plane direction of the plate; a, h and p are material parameters representing anisotropy, and one of the two calculation methods is obtained according to a stress calculation method, namely stress under different loading conditions is calculated by adopting Bishop and Hill material models to obtain the parameters, for example, if sigma 90 is yield stress when single-pulling in a direction 90 degrees to a rolling direction, taus 1 and taus 2 are yield stress when pure shearing is carried out, the shearing stress is carried out when sigma 90 is yield stress when single-pulling in a direction 90 degrees to the rolling direction, and the shear stress is carried out when the shear stress is pure shearingyy=-σxx=τs2When, σxyWhen σ is 0xx=σyyWhen equal to 0, σxy=τs1And is and
Figure GDA0002132744520000113
Figure GDA0002132744520000114
Figure GDA0002132744520000115
the other method is to calculate according to the thick anisotropy indexes r0, r45 and r90
Figure GDA0002132744520000116
The p value cannot be resolved, however, when a, c and h are known, r is verified for uniaxial stretchingΦ(the index of anisotropy in thickness directions of 0 DEG, 45 DEG and 90 DEG) and p are in a single-valued relationship, and thus can be obtained from the formula (4-2) in an iterative manner
Figure GDA0002132744520000117
Wherein σ 45 is the yield strength at 45 ° single drawing from the rolling direction; for face centered cubic material, m is 8, and for body centered cubic material, m is 6.
Lege et al have demonstrated that a material model using this yield criterion proposed by Barlat-Lian can better predict the strength change and forming limit of 2008-T4 sheet, especially better when describing the change in r.
2) And (5) establishing a hardening model.
The stress-strain relationship of a material can be expressed by the relationship between a strain enhancement index n and a coefficient k:
Figure GDA0002132744520000121
in the formula, y and p represent elastic strains when the material yields, and are effective plastic strains. If the initial yield strain SIGY is zero, the strain at which yield occurs can be derived from the linear elastic stress strain equation and the strain hardening equation: σ ═ E ∈;
the strain at which the material yields is:
Figure GDA0002132744520000122
if the initial yield stress SIGY is not equal to zero and is greater than 0.02, then
Figure GDA0002132744520000123
Performing expansion joint calculation, wherein R represents an outer layer pipe, R represents an inner layer pipe, and lower corner marks i and o respectively represent the inner wall and the outer wall; θ represents circumferential direction; r represents an axial direction;
according to the Lame formula:
Figure GDA0002132744520000138
in the above formula, where the difference between the first principal stress and the third principal stress at the inner wall is the greatest, the ultimate pressure of the inner tube can be obtained considering the mitris yield criterion:
Figure GDA0002132744520000131
the inner tube enters into a plastic and elastic coexisting state and is brought into a deformation equation
Figure GDA0002132744520000132
Figure GDA0002132744520000133
And integration can yield the following:
Figure GDA0002132744520000134
boundary conditions at the inner tube wall: when r is riSometimes has ar-p; and substituting the yield criterion can result in the following equation:
Figure GDA0002132744520000135
likewise, considering the outer pipe and utilizing the deformation coordination condition of the inner pipe and the outer pipe, the pressure of the outer pipe reaching the elastic limit can be obtained:
Figure GDA0002132744520000136
when considering that the amount of recovery of the unloaded inner and outer tubes is the same, i.e. Δ ur0=ΔuRiThe residual contact pressure can be obtained:
Figure GDA0002132744520000137
wherein c is a constant determined by the material of the inner and outer tubes and the set parameters, and is as follows:
Figure GDA0002132744520000141
finally, the invention can accurately control the loading path of the pressure applied to the workpiece in the expansion joint treatment according to the result so as to obtain the fiber reinforced metal layer pipe with the consistent material characteristics, thereby meeting the design index requirement.
The above are merely embodiments of the present invention, which are described in detail and with particularity, and therefore should not be construed as limiting the scope of the invention. It should be noted that, for those skilled in the art, various changes and modifications can be made without departing from the spirit of the present invention, and these changes and modifications are within the scope of the present invention.

Claims (2)

1. A method for manufacturing a green lightweight fiber-reinforced metal layer tube, characterized by comprising the steps of:
firstly, respectively soaking an inner layer aluminum tube and an outer layer aluminum tube in an acetone solution, and then cleaning with clean water;
secondly, respectively carrying out alkaline washing on the inner-layer aluminum tube and the outer-layer aluminum tube in an alkaline solution at the temperature of 55 ℃ for 1-2 minutes, and then washing and drying the tubes with clean water; wherein the alkaline solution comprises the following components in a mass ratio of 20: 1: 1, clear water, sodium hydroxide and anhydrous sodium carbonate;
cutting the fiber prepreg into a size capable of completely covering the outer wall surface of the inner-layer aluminum pipe, adhering the fiber prepreg to the outer wall surface of the inner-layer aluminum pipe and adhering the fiber prepreg to the outer wall surface of the inner-layer aluminum pipe to cut the edge of the fiber prepreg;
fourthly, performing expanded joint simulation on the inner-layer aluminum pipe attached with the fiber prepreg, wherein in the expanded joint simulation, an expanded joint loading path corresponding to pressure applied to the inner wall of the inner-layer aluminum pipe is determined according to the intrinsic relation of the fiber reinforced metal layer;
fifthly, calculating compensation quantity according to the thickness of the outer-layer aluminum pipe and the thickness of the fiber prepreg according to expansion joint simulation data to determine the size of an expansion joint die;
sixthly, wrapping the outer-layer aluminum pipe on the outer walls of the fiber prepreg and the inner-layer aluminum pipe, integrally arranging the outer-layer aluminum pipe, the fiber prepreg arranged in the outer-layer aluminum pipe and the inner-layer aluminum pipe in an expansion joint mould, and applying pressure to the inner wall of the inner-layer aluminum pipe to perform expansion joint treatment; in the expansion joint treatment, the expansion joint loading path of the pressure is determined according to the intrinsic relation of the fiber reinforced metal layer;
seventhly, removing the pressure, and performing blanking treatment and/or curing treatment on the fiber reinforced metal layer pipe obtained in the expansion joint die;
in the process of performing the expanded joint treatment in the sixth step, the method further includes: carrying out heat treatment on the inner layer aluminum pipe and the outer layer aluminum pipe; anodizing the surfaces of the inner-layer aluminum pipe and the outer-layer aluminum pipe at the same time;
the intrinsic relationship of the fiber reinforced metal layer is obtained by the following steps:
step 1, establishing a yield trajectory of
Figure FDA0003174033940000011
Wherein K1=(σxx+hσyy)/2,
Figure FDA0003174033940000012
m is a non-quadratic yield function index, x is a direction parallel to the rolling direction, y is a direction perpendicular to the rolling direction, and s is a direction perpendicular to the plane of the plate; a, h, p are material parameters characterizing anisotropy, σ**Representing stress tensors in corresponding directions;
step 2, establishing a hardening model according to the material parameters a, h and p for characterizing the anisotropy
Figure FDA0003174033940000021
Wherein ε represents the bulk strain; y' represents the elastic strain when the material yields, and is the effective plastic strain; k represents a coefficient; n is a strain hardening index;
and 3, if the initial yield strain SIGY is zero, the strain when yielding is obtained by a linear elastic stress strain equation and a strain hardening equation: σ ═ E ∈; and further calculating to obtain the strain of the material when yielding as follows:
Figure FDA0003174033940000022
e represents stress;
if the initial yield stress SIGY is not equal to zero and is greater than 0.02, the strain at which yield occurs is given by the linear elastic stress strain equation and the strain hardening equation
Figure FDA0003174033940000023
Step 4, performing expanded joint calculation, wherein R represents the radius of the outer-layer aluminum pipe, R represents the radius of the inner-layer aluminum pipe, and lower corner marks i and o respectively represent the inner wall and the outer wall; lower corner mark θ represents circumferential direction; the lower corner r represents the axial direction; u represents the amount of recovery; then, it is obtained according to the formula of lami:
Figure FDA0003174033940000024
further considering the mises yield criterion, the ultimate pressure of the inner aluminum tube can be obtained:
Figure FDA0003174033940000025
the deformation equation is introduced by considering that the inner layer aluminum pipe enters a plastic and elastic coexisting state
Figure FDA0003174033940000026
And the integrated result is brought to the inner wall of the inner aluminum pipeBoundary conditions: when r is riSometimes has ar-p; and carry into the yield criterion, the following equation is obtained:
Figure FDA0003174033940000031
the same calculation is carried out on the outer-layer aluminum pipe, and the pressure of the outer pipe reaching the elastic limit can be obtained by utilizing the deformation coordination condition of the inner pipe and the outer pipe:
Figure FDA0003174033940000032
when considering that the amount of recovery of the unloaded inner and outer tubes is the same, i.e. Δ ur0=ΔuRiThe residual contact pressure can be obtained:
Figure FDA0003174033940000033
wherein C is a constant determined by the material and the collection parameters of the inner and outer pipes, and C is as follows:
Figure FDA0003174033940000034
2. the method of claim 1, wherein in step 1, the anisotropic material parameters a, h, p are obtained by a method of stress calculation, or the anisotropy index r is obtained by a method of thickness anisotropy index r0、r45、r90Calculating to obtain;
the stress calculation method comprises the steps of calculating the stress under different loading conditions by adopting Bishop and Hill material models so as to obtain anisotropic material parameters a, h and p; in the stress calculation method, sigma is assumed90Yield stress in a single pull in a direction 90 degrees to the rolling direction, τs1、τs2Is pureShear yield stress, shear stress as σyy=-σxx=τs2When, σxyWhen σ is 0xx=σyyWhen equal to 0, σxy=τs1Calculating the parameters of the material to obtain anisotropy
Figure FDA0003174033940000035
Figure FDA0003174033940000041
The index r according to the anisotropy of thickness0、r45、r90The step of calculating specifically comprises calculating:
Figure FDA0003174033940000042
for uniaxial stretching, r is related to p by a single value
Figure FDA0003174033940000043
Carrying out iterative computation to obtain anisotropic material parameters a, h and p;
in the formula, σ90The yield strength is measured at 90 ° single draw from the rolling direction, and m is 8 for face centered cubic materials and 6 for body centered cubic materials.
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