CN107122521A - A kind of two-dimensional random load acts on the computational methods of lower fatigue life - Google Patents

A kind of two-dimensional random load acts on the computational methods of lower fatigue life Download PDF

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CN107122521A
CN107122521A CN201710191129.9A CN201710191129A CN107122521A CN 107122521 A CN107122521 A CN 107122521A CN 201710191129 A CN201710191129 A CN 201710191129A CN 107122521 A CN107122521 A CN 107122521A
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msub
load
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fatigue life
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藤瑞品
宋晓琳
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Hunan University
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Abstract

The invention discloses the computational methods that a kind of two-dimensional random load acts on lower fatigue life, implementation steps include:Both amplitude, average by obtaining load modal data through statistical analysis to target material progress experiment collection load modal data respective distribution character and probability density function;Extrapolate the probability density function of the equivalent load of load modal data;The accumulation of fatigue damage computation model under the effect of two-dimensional random load is drawn using the Miner rules under random loading and three parameter empirical equations;Calculation of Fatigue Life model during according to accumulation of fatigue damage computation model reverse accumulation of fatigue damage equal to 1;Fatigue life of the target material under the effect of two-dimensional random load is tried to achieve according to Calculation of Fatigue Life model.The present invention can rapidly, be more accurately predicted in the early stage of Element Design to fatigue life, and early stage reference, the failure risk of reduction parts on stream, so as to shorten the construction cycle of parts are provided for the durability Design of part.

Description

A kind of two-dimensional random load acts on the computational methods of lower fatigue life
Technical field
The present invention relates to load spectral analysis technology, and in particular to a kind of two-dimensional random load (considers load amplitude and load Average is stochastic variable) effect lower fatigue life computational methods.
Background technology
Load analysis of spectrum is a key content in motor live time prediction and fatigue endurance design process.Carrying out fatigue During durable research, the application of load typically has two kinds of processing methods, and one is to apply cyclic loading, and two be to apply random load.Adopt The statistical property due to considering load is loaded with random load, therefore than more meeting the reality of automobile using cyclic loading loading Border use condition.Random load is typically obeying certain successional probability distribution, such as normal distribution, exponential distribution, logarithm just State distribution, the extreme value distribution and three-parameter Weibull distribution etc..The analysis of fatigue of random loading lower member should integrate fortune The problem of in being analyzed and designed come relieving fatigue with Probability Statistics Theory and mechanical analyzing method.Automobile is under random loading During work, the average and amplitude of its load all change at random, and average should be regarded as binary in loading spectrum with amplitude and become at random Amount.In most cases, load amplitude X obeys Weibull distribution, average Y Normal Distributions.Due to load amplitude and load The change of lotus average equally can all be affected greatly to the fatigue life of part, in order that result of study more meets the reality of part Border working condition, so as to be more accurately predicted to the fatigue life of part, to being random based on load amplitude and average Fatigue life under the two-dimensional random load effect of variable carries out further investigation and is necessary.Two-dimensional random load is acted on The calculating of lower fatigue life, has become a crucial technical problem urgently to be resolved hurrily.
The content of the invention
The technical problem to be solved in the present invention:For the above mentioned problem of prior art, solved there is provided one kind need to be while examine Consider load amplitude and the computational problem of the fatigue life under the respective statistical property of load average, can Element Design early stage Rapidly, more accurately fatigue life is predicted, provides early stage reference for the durability Design of part, reduction parts exist Failure risk in development process, so that the two-dimensional random load for shortening the construction cycle of parts acts on the meter of lower fatigue life Calculation method.
In order to solve the above-mentioned technical problem, the technical solution adopted by the present invention is:
A kind of two-dimensional random load acts on the computational methods of lower fatigue life, and implementation steps include:
1) by carrying out experiment collection load modal data to target material, the load modal data is obtained through statistical analysis Amplitude, both averages respective distribution character and probability density function;
2) the equivalent load S of the load modal data is extrapolatedeqProbability density function f (Seq);
3) it is shown in whole, long life range using the Miner rules and formula (2) under random loading shown in formula (1) Between three parameter empirical equations between fatigue life and load draw the lower accumulation of fatigue damage calculating of two-dimensional random load effect Model;
Nf(S-S0)β=α (2)
In formula (1) and formula (2), D represents the accumulation of fatigue damage of target material, and N represents that the circulation that target material is subject to is carried Lotus total quantity, f (S) represents the probability density function of random load, NfRepresent tired longevity of the target material under load S effects Life, S represents the load that target material is subject to, S0The loading coefficient of constant is expressed as, α, β are constant coefficient;
4) Calculation of Fatigue Life mould during according to the accumulation of fatigue damage computation model reverse accumulation of fatigue damage equal to 1 Type;
5) fatigue life of the target material under the effect of two-dimensional random load is tried to achieve according to the Calculation of Fatigue Life model.
Preferably, step 2) detailed step include:
2.1) the equivalent load S according to Goodman formula Chinese style (3)eqExpression formula in load amplitude SaProbability it is close Degree function tries to achieve Y=SaProbability density function fY(y), and according to load average SmProbability density function obtain the drawing of material Stretch intensity σbWith load average SmDifference divided by tensile strength σbBusiness X probability density function fX(x);
In formula (3), σbRepresent the tensile strength of target material, SaRepresent load amplitude, SmRepresent load average;
2.2) solved according to formula (4) and obtain equivalent load SeqProbability density function f (Seq);
In formula (4), fZ(Y/X) equivalent load S is representedeqProbability density function, variable Z is equal to Y divided by X, Y and represents target The load amplitude S of materiala, X represents the tensile strength σ of target materialbWith load average SmDifference divided by tensile strength σbIt Business.
Preferably, step 2.2) solve obtain equivalent load SeqProbability density function f (Seq) as shown in formula (5);
In formula (5), f (Seq) represent equivalent load SeqProbability density function, the load of target material is load amplitude Sa With load average SmAll meet normal distribution, and load amplitude SaWith load average SmSeparate two-dimensional random load, wherein Load amplitude SaObey N (μaa 2), load average SmObey N (μmm 2), μaRepresent load amplitude SaAverage, σa 2Represent to carry Lotus amplitude SaVariance, μmRepresent load average SmAverage, σm 2Represent load average SmVariance, a, b, c, σ1、σ2、μ1、μ2 It is intermediate parameters, intermediate parameters μ2Value and load amplitude SaMean μaIt is identical, σ2 2Value and load amplitude SaSide Poor σa 2It is identical, intermediate parameters μ1Value be μ1=-μmb+ 1, σbThe tensile strength of target material is represented, variable Z is removed equal to Y With X, Y represents the load amplitude S of target materiala, X represents the tensile strength σ of target materialbWith load average SmDifference divided by Tensile strength σbBusiness, q is integration variable.
Preferably, step 3) in the effect of two-dimensional random load it is lower accumulation of fatigue damage computation model such as formula (6) it is shown;
In formula (6), D represents the accumulation of fatigue damage of target material, and N represents the cyclic loading sum that target material is subject to Amount, f (Seq) represent equivalent load SeqProbability density function, S0The loading coefficient of constant is expressed as, α, β are constant coefficient.
Preferably, step 4) in Calculation of Fatigue Life model such as formula (7) shown in;
In formula (7), NfFatigue life is represented, α, β are constant coefficient, f (Seq) represent equivalent load SeqProbability density letter Number, S0It is expressed as the loading coefficient of constant.
Preferably, step 5) detailed step include:The Calculation of Fatigue Life model is passed through into Gauss-Legendre Quadrature formula is integrated computing, so as to calculate fatigue life of the target material under the effect of two-dimensional random load.
Preferably, step 5) detailed step include:Fatigue life corresponding equivalent load S is calculated according to formula (8)D, root According to equivalent load SDTry to achieve fatigue life of the corresponding fatigue life as target material under the effect of two-dimensional random load;
In formula (8), SDRepresent fatigue life corresponding equivalent load, S0It is expressed as the loading coefficient of constant, NfRepresent fatigue Life-span, α, β are constant coefficient
The computational methods tool of two-dimensional random load effect lower fatigue life of the present invention has the advantage that:The calculating side of the present invention Method is due to having taken into full account load amplitude and the respective statistical property of load average so that the loading of load more meets the reality of part Border working condition, so as to more accurately calculate fatigue life.Using this method can Element Design early stage it is fast Fastly, more accurately fatigue life is predicted, provides early stage reference for the durability Design of part, reduction parts are being opened Failure risk during hair, so as to shorten the construction cycle of parts.
Brief description of the drawings
Fig. 1 is the basic procedure schematic diagram of the method for the embodiment of the present invention one.
Fig. 2 is parameter μ in the embodiment of the present invention one1Probability density function curve comparison figure under different distributions.
Fig. 3 is parameter σ in the embodiment of the present invention one1Probability density function curve comparison figure under different distributions.
Fig. 4 is parameter μ in the embodiment of the present invention one2Probability density function curve comparison figure under different distributions.
Fig. 5 is parameter σ in the embodiment of the present invention one2Probability density function curve comparison figure under different distributions.
Embodiment
Embodiment one:
As shown in figure 1, the implementation steps of the computational methods of the present embodiment two-dimensional random load effect lower fatigue life include:
1) by carrying out experiment collection load modal data to target material, the load modal data is obtained through statistical analysis Amplitude, both averages respective distribution character and probability density function;
2) the equivalent load S of the load modal data is extrapolatedeqProbability density function f (Seq);
3) it is shown in whole, long life range using the Miner rules and formula (2) under random loading shown in formula (1) Between three parameter empirical equations between fatigue life and load draw the lower accumulation of fatigue damage calculating of two-dimensional random load effect Model;
Nf(S-S0)β=α (2)
In formula (1) and formula (2), D represents the accumulation of fatigue damage of target material, and N represents that the circulation that target material is subject to is carried Lotus total quantity, f (S) represents the probability density function of random load, NfRepresent tired longevity of the target material under load S effects Life, S represents the load that target material is subject to, S0The loading coefficient of constant is expressed as, α, β are constant coefficient;
4) Calculation of Fatigue Life mould during according to the accumulation of fatigue damage computation model reverse accumulation of fatigue damage equal to 1 Type;
5) fatigue life of the target material under the effect of two-dimensional random load is tried to achieve according to the Calculation of Fatigue Life model.
In the present embodiment, step 2) detailed step include:
2.1) the equivalent load S according to Goodman formula Chinese style (3)eqExpression formula in load amplitude SaProbability it is close Function is spent, Y=S is obtainedaProbability density function fY(y), and according to load average SmProbability density function obtain the drawing of material Stretch intensity σbWith load average SmDifference divided by tensile strength σbBusiness X probability density function fX(x);
In formula (3), σbRepresent the tensile strength of target material, SaRepresent load amplitude, SmRepresent load average;
2.2) solved according to formula (4) and obtain equivalent load SeqProbability density function f (Seq);
In formula (4), fZ(Y/X) equivalent load S is representedeqProbability density function, variable Z is equal to Y divided by X, Y and represents target The load amplitude S of materiala, X represents the tensile strength σ of target materialbWith load average SmDifference divided by tensile strength σbIt Business.
In order to calculate the fatigue life under the effect of two-dimensional random load, load amplitude and load average are present embodiments provided All meet the equivalent load S of the two-dimensional random load of normal distributioneqProbability density function f (Seq).In the present embodiment, step 2.2) solve and obtain equivalent load SeqProbability density function f (Seq) as shown in formula (5);
In formula (5), f (Seq) represent equivalent load SeqProbability density function, the load of target material is load amplitude Sa With load average SmAll meet normal distribution, and load amplitude SaWith load average SmSeparate two-dimensional random load, wherein Load amplitude SaObey N (μaa 2), load average SmObey N (μmm 2), μaRepresent load amplitude SaAverage, σa 2Represent to carry Lotus amplitude SaVariance, μmRepresent load average SmAverage, σm 2Represent load average SmVariance, a, b, c, σ1、σ2、μ1、μ2 It is intermediate parameters, intermediate parameters μ2Value and load amplitude SaMean μaIt is identical, σ2 2Value and load amplitude SaSide Poor σa 2It is identical, intermediate parameters μ1Value be μ1=-μmb+ 1, σbThe tensile strength of target material is represented, variable Z is removed equal to Y With X, Y represents the load amplitude S of target materiala, X represents the tensile strength σ of target materialbWith load average SmDifference divided by Tensile strength σbBusiness, q is integration variable.
In the present embodiment, step 3) in accumulation of fatigue damage computation model such as formula (6) institute under the effect of two-dimensional random load Show;
In formula (6), D represents the accumulation of fatigue damage of target material, and N represents the cyclic loading sum that target material is subject to Amount, f (Seq) represent equivalent load SeqProbability density function, S0The loading coefficient of constant is expressed as, α, β are constant coefficient.
In the present embodiment, step 4) in Calculation of Fatigue Life model such as formula (7) shown in;
In formula (7), NfFatigue life is represented, α, β are constant coefficient, f (Seq) represent equivalent load SeqProbability density letter Number, S0It is expressed as the loading coefficient of constant.
In the present embodiment, step 5) detailed step include:The Calculation of Fatigue Life model is passed through into Gauss- Legendre quadrature formulas are integrated computing, so as to calculate tired longevity of the target material under the effect of two-dimensional random load Life.
In the present embodiment, respectively for intermediate parameters σ1、σ2、μ1、μ2Different values are carried out, and respectively will different middle ginsengs Equivalent load S under number value conditioneqProbability density function f (Seq) (f is expressed as in figureZ(Z)) formation curve, is respectively obtained Fig. 2, Fig. 3, Fig. 4, Fig. 5.Fig. 2 describes σ1Value 0.08, σ2Value 30, μ2In the case of value 190, μ1Value is respectively 0.5th, 0.75,1,1.25,1.5 when probability density function f (Seq) correlation curve.Fig. 3 describes σ2Value 30, μ1Value 0.75、μ2In the case of value 190, σ1Probability density function f when value is 0.05,0.06,0.07,0.08,0.09,0.1 respectively (Seq) correlation curve.Fig. 4 describes σ1Value 0.08, σ2Value 30, μ1In the case of value 0.75, μ2Value is respectively 150th, 170,190,210,230,250 when probability density function f (Seq) correlation curve.Fig. 5 describes σ1Value 0.08, μ1Take Value 0.75, μ2In the case of value 190, σ2Probability density function f (S when value is 5,10,20,30,40,50 respectivelyeq) pair Compare curve.Carrying out analysis to Fig. 2~Fig. 5 can draw:1)fZ(z) function graft shape and normal distyribution function shape phase Seemingly, predominantly following three points:A) functional value has peak point, and z is more remote from peak point, and functional value is smaller;B) function is in peak value There is flex point point both sides;C) curve is using trunnion axis as asymptote.2) in the case of other three parameter constants, μ1Reduction, σ1、μ2、σ2Increase reduce peak of function, while function curve shape becomes gentle.3)μ2Increase peak point is moved right It is dynamic, μ1And σ1Increase be moved to the left peak point, σ2Change do not change peak point position.
Embodiment two:
Essentially identical with embodiment one in the present embodiment, its main distinction point is:Step 5) according to the fatigue life gage Calculate the method difference that model tries to achieve fatigue life of the target material under the effect of two-dimensional random load.
In the present embodiment, the research to fatigue life is converted into the research of equivalent load.Define equivalent load as follows:From From the point of view of total action effect, the final result under random load and the effect of the class load of cyclic loading two will all cause the damage of component Hinder state to reach critical value and fail, it is believed that corresponding to certain random load process, certainly exist one it is equivalent with it Constant amplitude loading so that component is damaged simultaneously under identical original state by identical action time.Define the perseverance Width load is the equivalent load of random load, uses SDRepresent.The corresponding relation formula of equivalent load and fatigue life are shown in that three parameters are passed through Test formula.
In the present embodiment, step 5) detailed step include:Fatigue life corresponding equivalent load is calculated according to formula (8) SD, according to equivalent load SDTry to achieve fatigue life of the corresponding fatigue life as target material under the effect of two-dimensional random load;
In formula (8), SDRepresent fatigue life corresponding equivalent load, S0The theory fatigue that expression is represented with equivalent stress width The limit, NfFatigue life is represented, α, β are constant coefficient.By taking 16Mn materials as an example, according to existing research, α=3.95 × 108, S0 =261MPa, β=2.According to formula (7) and formula (8), equivalent load of the 16Mn materials under the effect of two-dimensional random load is:
In formula (10), SDRepresent fatigue life corresponding equivalent load, SeqRepresent equivalent load.
It is still public using Gauss-Legendre quadratures under the statistical distribution parameter of different loads amplitude and load average Formula is integrated computing to function, calculates part equivalent load data and is shown in Table 1~table 5, while in order to be compared, calculating The equivalent load of one-dimensional random load is shown in Table 6.After equivalent load is drawn, it can be drawn fatigue life according to counter push away of formula (8).
Table 1:Different μ1、σ1Equivalent load (MPa) (μ2=210, σ2=40).
μ11 0.05 0.06 0.07 0.08 0.09 0.1
0.5 >600 >600 >600 >600 >600 >600
0.75 314 316 344 417 526 >600
1 270 271 272 273 274 275
1.25 262 262 262 262 263 263
1.5 261 261 261 261 261 261
Table 2:Different μ2、σ2Equivalent load (MPa) (μ1=0.75, σ1=0.05).
σ22 150 170 190 210 230 250
10 262 265 274 291 314 340
20 264 270 281 298 319 343
30 269 277 289 306 325 348
40 276 285 298 314 333 354
50 283 294 307 323 341 362
Table 3:Different μ2、σ2Equivalent load (MPa) (μ1=1, σ1=0.05).
σ22 150 170 190 210 230 250
10 261 261 261 261 263 268
20 261 261 261 263 266 273
30 261 262 263 266 271 279
40 262 264 266 270 277 286
50 264 267 271 276 283 292
Table 4:Different μ2、σ2Equivalent load (MPa) (μ1=1, σ1=0.1).
Table 5:Different μ2、σ2Equivalent load (MPa) (μ1=1.25, σ1=0.1).
σ22 150 170 190 210 230 250
10 261 261 261 261 261 262
20 261 261 261 261 262 263
30 261 261 261 262 263 264
40 261 261 262 263 264 267
50 262 262 263 265 267 270
Table 6:The equivalent load (MPa) of one-dimensional random load.
σ\μ 150 170 190 210 230 250
10 261 261 261 261 261 264
20 261 261 261 262 264 270
30 261 261 262 265 269 277
40 262 263 265 269 275 284
50 264 266 269 274 281 291
According to analysis result, load average has large effect to the equivalent load of two-dimentional normal state random load, in load Average SmMean μmDuring less than 0, equivalent load reduces rapidly the equivalent load for being even below one-dimensional random load;Work as μmEqual to 0 When, it is considered to the equivalent load of load average is more slightly higher than the equivalent load for not considering load average;Work as μmDuring more than 0, with μ2、σ2 Increase, the equivalent load of two-dimensional random load increases sharply, until much larger than the equivalent load of one-dimensional random load.
Described above is only the preferred embodiment of the present invention, and protection scope of the present invention is not limited merely to above-mentioned implementation Example, all technical schemes belonged under thinking of the present invention belong to protection scope of the present invention.It should be pointed out that for the art Those of ordinary skill for, some improvements and modifications without departing from the principles of the present invention, these improvements and modifications It should be regarded as protection scope of the present invention.

Claims (7)

1. a kind of two-dimensional random load acts on the computational methods of lower fatigue life, it is characterised in that implementation steps include:
1) by carrying out experiment collection load modal data to target material, the width of the load modal data is obtained through statistical analysis Both value, average respective distribution character and probability density function;
2) the equivalent load S of the load modal data is extrapolatedeqProbability density function f (Seq);
3) utilize tired in whole, between long life range shown in the Miner rules and formula (2) under random loading shown in formula (1) Three parameter empirical equations between labor life-span and load draw the accumulation of fatigue damage computation model under the effect of two-dimensional random load;
<mrow> <mi>D</mi> <mo>=</mo> <msubsup> <mo>&amp;Integral;</mo> <mrow> <mo>-</mo> <mi>&amp;infin;</mi> </mrow> <mrow> <mo>=</mo> <mi>&amp;infin;</mi> </mrow> </msubsup> <mfrac> <mrow> <mi>N</mi> <mi>f</mi> <mrow> <mo>(</mo> <mi>S</mi> <mo>)</mo> </mrow> </mrow> <msub> <mi>N</mi> <mi>f</mi> </msub> </mfrac> <mi>d</mi> <mi>S</mi> <mo>-</mo> <mo>-</mo> <mo>-</mo> <mrow> <mo>(</mo> <mn>1</mn> <mo>)</mo> </mrow> </mrow>
Nf(S-S0)β=α (2)
In formula (1) and formula (2), D represents the accumulation of fatigue damage of target material, and N represents that the cyclic loading that target material is subject to is total Quantity, f (S) represents the probability density function of random load, NfRepresent fatigue life of the target material under load S effects, S tables Show the load that target material is subject to, S0The loading coefficient of constant is expressed as, α, β are constant coefficient;
4) Calculation of Fatigue Life model during according to the accumulation of fatigue damage computation model reverse accumulation of fatigue damage equal to 1;
5) fatigue life of the target material under the effect of two-dimensional random load is tried to achieve according to the Calculation of Fatigue Life model.
2. two-dimensional random load according to claim 1 acts on the computational methods of lower fatigue life, it is characterised in that step 2) detailed step includes:
2.1) the equivalent load S according to Goodman formula Chinese style (3)eqExpression formula in load amplitude SaProbability density letter Number tries to achieve Y=SaProbability density function fY(y), and according to load average SmProbability density function obtain material stretching it is strong Spend σbWith load average SmDifference divided by tensile strength σbBusiness X probability density function fX(x);
<mrow> <msub> <mi>S</mi> <mrow> <mi>e</mi> <mi>q</mi> </mrow> </msub> <mo>=</mo> <mfrac> <mrow> <msub> <mi>&amp;sigma;</mi> <mi>b</mi> </msub> <msub> <mi>S</mi> <mi>a</mi> </msub> </mrow> <mrow> <msub> <mi>&amp;sigma;</mi> <mi>b</mi> </msub> <mo>-</mo> <msub> <mi>S</mi> <mi>m</mi> </msub> </mrow> </mfrac> <mo>-</mo> <mo>-</mo> <mo>-</mo> <mrow> <mo>(</mo> <mn>3</mn> <mo>)</mo> </mrow> </mrow>
In formula (3), σbRepresent the tensile strength of target material, SaRepresent load amplitude, SmRepresent load average;
2.2) equivalent load S is obtained according to formula (4) solutioneqProbability density function f (Seq);
<mrow> <msub> <mi>f</mi> <mi>Z</mi> </msub> <mrow> <mo>(</mo> <mi>Y</mi> <mo>/</mo> <mi>X</mi> <mo>)</mo> </mrow> <mo>=</mo> <msubsup> <mo>&amp;Integral;</mo> <mrow> <mo>-</mo> <mi>&amp;infin;</mi> </mrow> <mrow> <mi>=</mi> <mi>&amp;infin;</mi> </mrow> </msubsup> <mo>|</mo> <mi>x</mi> <mo>|</mo> <msub> <mi>f</mi> <mi>X</mi> </msub> <mrow> <mo>(</mo> <mi>x</mi> <mo>)</mo> </mrow> <msub> <mi>f</mi> <mi>Y</mi> </msub> <mrow> <mo>(</mo> <mi>Z</mi> <mi>x</mi> <mo>)</mo> </mrow> <mi>d</mi> <mi>x</mi> <mo>-</mo> <mo>-</mo> <mo>-</mo> <mrow> <mo>(</mo> <mn>4</mn> <mo>)</mo> </mrow> </mrow>
In formula (4), fZ(Y/X) equivalent load S is representedeqProbability density function, variable Z is equal to Y divided by X, Y and represents target material Load amplitude Sa, X represents the tensile strength σ of target materialbWith load average SmDifference divided by tensile strength σbBusiness.
3. two-dimensional random load according to claim 2 acts on the computational methods of lower fatigue life, it is characterised in that step 2.2) solve and obtain equivalent load SeqProbability density function f (Seq) as shown in formula (5);
<mrow> <mo>{</mo> <mtable> <mtr> <mtd> <mrow> <mi>f</mi> <mrow> <mo>(</mo> <msub> <mi>S</mi> <mrow> <mi>e</mi> <mi>q</mi> </mrow> </msub> <mo>)</mo> </mrow> <mo>=</mo> <mfrac> <msup> <mi>e</mi> <mrow> <mo>-</mo> <mi>c</mi> </mrow> </msup> <mrow> <mn>2</mn> <msub> <mi>&amp;pi;a&amp;sigma;</mi> <mn>1</mn> </msub> <msub> <mi>&amp;sigma;</mi> <mn>2</mn> </msub> </mrow> </mfrac> <mo>+</mo> <mfrac> <mrow> <msup> <mi>be</mi> <mrow> <mo>(</mo> <msup> <mi>b</mi> <mn>2</mn> </msup> <mo>/</mo> <mn>4</mn> <mi>a</mi> <mo>-</mo> <mi>c</mi> <mo>)</mo> </mrow> </msup> </mrow> <mrow> <mn>4</mn> <msub> <mi>&amp;pi;a&amp;sigma;</mi> <mn>1</mn> </msub> <msub> <mi>&amp;sigma;</mi> <mn>2</mn> </msub> <msqrt> <mrow> <mn>2</mn> <mi>a</mi> </mrow> </msqrt> </mrow> </mfrac> <msubsup> <mo>&amp;Integral;</mo> <mrow> <mo>-</mo> <mi>b</mi> <mo>/</mo> <msqrt> <mrow> <mn>2</mn> <mi>a</mi> </mrow> </msqrt> </mrow> <mrow> <mi>b</mi> <mo>/</mo> <msqrt> <mrow> <mn>2</mn> <mi>a</mi> </mrow> </msqrt> </mrow> </msubsup> <msup> <mi>e</mi> <mrow> <mo>-</mo> <msup> <mi>q</mi> <mn>2</mn> </msup> <mo>/</mo> <mn>2</mn> </mrow> </msup> <mi>d</mi> <mi>q</mi> </mrow> </mtd> </mtr> <mtr> <mtd> <mrow> <mi>a</mi> <mo>=</mo> <mfrac> <mrow> <msup> <msub> <mi>&amp;sigma;</mi> <mn>2</mn> </msub> <mn>2</mn> </msup> <mo>+</mo> <msup> <mi>Z</mi> <mn>2</mn> </msup> <msup> <msub> <mi>&amp;sigma;</mi> <mn>1</mn> </msub> <mn>2</mn> </msup> </mrow> <mrow> <mn>2</mn> <msup> <msub> <mi>&amp;sigma;</mi> <mn>1</mn> </msub> <mn>2</mn> </msup> <msup> <msub> <mi>&amp;sigma;</mi> <mn>2</mn> </msub> <mn>2</mn> </msup> </mrow> </mfrac> </mrow> </mtd> </mtr> <mtr> <mtd> <mrow> <mi>b</mi> <mo>=</mo> <mfrac> <mrow> <msub> <mi>&amp;mu;</mi> <mn>1</mn> </msub> <msup> <msub> <mi>&amp;sigma;</mi> <mn>2</mn> </msub> <mn>2</mn> </msup> <mo>+</mo> <msub> <mi>Z&amp;mu;</mi> <mn>2</mn> </msub> <msup> <msub> <mi>&amp;sigma;</mi> <mn>1</mn> </msub> <mn>2</mn> </msup> </mrow> <mrow> <msup> <msub> <mi>&amp;sigma;</mi> <mn>1</mn> </msub> <mn>2</mn> </msup> <msup> <msub> <mi>&amp;sigma;</mi> <mn>2</mn> </msub> <mn>2</mn> </msup> </mrow> </mfrac> </mrow> </mtd> </mtr> <mtr> <mtd> <mrow> <mi>c</mi> <mo>=</mo> <mfrac> <mrow> <msup> <msub> <mi>&amp;mu;</mi> <mn>1</mn> </msub> <mn>2</mn> </msup> <msup> <msub> <mi>&amp;sigma;</mi> <mn>2</mn> </msub> <mn>2</mn> </msup> <mo>+</mo> <msup> <msub> <mi>&amp;mu;</mi> <mn>2</mn> </msub> <mn>2</mn> </msup> <msup> <msub> <mi>&amp;sigma;</mi> <mn>1</mn> </msub> <mn>2</mn> </msup> </mrow> <mrow> <mn>2</mn> <msup> <msub> <mi>&amp;sigma;</mi> <mn>1</mn> </msub> <mn>2</mn> </msup> <msup> <msub> <mi>&amp;sigma;</mi> <mn>2</mn> </msub> <mn>2</mn> </msup> </mrow> </mfrac> </mrow> </mtd> </mtr> <mtr> <mtd> <mrow> <msub> <mi>&amp;sigma;</mi> <mn>1</mn> </msub> <mo>=</mo> <mfrac> <msub> <mi>&amp;sigma;</mi> <mi>m</mi> </msub> <msub> <mi>&amp;sigma;</mi> <mi>b</mi> </msub> </mfrac> </mrow> </mtd> </mtr> </mtable> <mo>-</mo> <mo>-</mo> <mo>-</mo> <mrow> <mo>(</mo> <mn>5</mn> <mo>)</mo> </mrow> </mrow>
In formula (5), f (Seq) represent equivalent load SeqProbability density function, the load of target material is load amplitude SaAnd load Lotus average SmAll meet normal distribution, and load amplitude SaWith load average SmSeparate two-dimensional random load, wherein load Amplitude SaObey N (μaa 2), load average SmObey N (μmm 2), μaRepresent load amplitude SaAverage, σa 2Represent load width Value SaVariance, μmRepresent load average SmAverage, σm 2Represent load average SmVariance, a, b, c, σ1、σ2、μ1、μ2It is Intermediate parameters, intermediate parameters μ2Value and load amplitude SaMean μaIt is identical, σ2 2Value and load amplitude SaVariances sigmaa 2 It is identical, intermediate parameters μ1Value be μ1=-μmb+ 1, σbThe tensile strength of target material is represented, variable Z is equal to Y divided by X, Y Represent the load amplitude S of target materiala, X represents the tensile strength σ of target materialbWith load average SmDifference divided by stretching it is strong Spend σbBusiness, q is integration variable.
4. two-dimensional random load according to claim 1 acts on the computational methods of lower fatigue life, it is characterised in that step 3) shown in the accumulation of fatigue damage computation model such as formula (6) under the effect of two-dimensional random load;
<mrow> <mi>D</mi> <mo>=</mo> <msubsup> <mo>&amp;Integral;</mo> <mrow> <mo>-</mo> <mi>&amp;infin;</mi> </mrow> <mrow> <mo>=</mo> <mi>&amp;infin;</mi> </mrow> </msubsup> <mfrac> <mrow> <mi>N</mi> <mi>f</mi> <mrow> <mo>(</mo> <msub> <mi>S</mi> <mrow> <mi>e</mi> <mi>q</mi> </mrow> </msub> <mo>)</mo> </mrow> </mrow> <mrow> <mi>&amp;alpha;</mi> <msup> <mrow> <mo>(</mo> <msub> <mi>S</mi> <mrow> <mi>e</mi> <mi>q</mi> </mrow> </msub> <mo>-</mo> <msub> <mi>S</mi> <mn>0</mn> </msub> <mo>)</mo> </mrow> <mrow> <mo>-</mo> <mi>&amp;beta;</mi> </mrow> </msup> </mrow> </mfrac> <mi>d</mi> <mrow> <mo>(</mo> <msub> <mi>S</mi> <mrow> <mi>e</mi> <mi>q</mi> </mrow> </msub> <mo>)</mo> </mrow> <mo>-</mo> <mo>-</mo> <mo>-</mo> <mrow> <mo>(</mo> <mn>6</mn> <mo>)</mo> </mrow> </mrow>
In formula (6), D represents the accumulation of fatigue damage of target material, and N represents the cyclic loading total quantity that target material is subject to, f (Seq) represent equivalent load SeqProbability density function, S0The loading coefficient of constant is expressed as, α, β are constant coefficient.
5. two-dimensional random load according to claim 4 acts on the computational methods of lower fatigue life, it is characterised in that step 4) shown in the Calculation of Fatigue Life model such as formula (7) in;
<mrow> <msub> <mi>N</mi> <mi>f</mi> </msub> <mo>=</mo> <mfrac> <mi>&amp;alpha;</mi> <mrow> <msubsup> <mo>&amp;Integral;</mo> <mrow> <mo>-</mo> <mi>&amp;infin;</mi> </mrow> <mrow> <mi>=</mi> <mi>&amp;infin;</mi> </mrow> </msubsup> <mi>f</mi> <mrow> <mo>(</mo> <msub> <mi>S</mi> <mrow> <mi>e</mi> <mi>q</mi> </mrow> </msub> <mo>)</mo> </mrow> <msup> <mrow> <mo>(</mo> <msub> <mi>S</mi> <mrow> <mi>e</mi> <mi>q</mi> </mrow> </msub> <mo>-</mo> <msub> <mi>S</mi> <mn>0</mn> </msub> <mo>)</mo> </mrow> <mi>&amp;beta;</mi> </msup> <mi>d</mi> <mrow> <mo>(</mo> <msub> <mi>S</mi> <mrow> <mi>e</mi> <mi>q</mi> </mrow> </msub> <mo>)</mo> </mrow> </mrow> </mfrac> <mo>-</mo> <mo>-</mo> <mo>-</mo> <mrow> <mo>(</mo> <mn>7</mn> <mo>)</mo> </mrow> </mrow>
In formula (7), NfFatigue life is represented, α, β are constant coefficient, f (Seq) represent equivalent load SeqProbability density function, S0 It is expressed as the loading coefficient of constant.
6. the two-dimensional random load according to any one in Claims 1 to 5 acts on the computational methods of lower fatigue life, its Be characterised by, step 5) detailed step include:The Calculation of Fatigue Life model is public by Gauss-Legendre quadratures Formula is integrated computing, so as to calculate fatigue life of the target material under the effect of two-dimensional random load.
7. the two-dimensional random load according to any one in Claims 1 to 5 acts on the computational methods of lower fatigue life, its Be characterised by, step 5) detailed step include:Fatigue life corresponding equivalent load S is calculated according to formula (8)D, according to equivalent Load SDTry to achieve fatigue life of the corresponding fatigue life as target material under the effect of two-dimensional random load;
<mrow> <msub> <mi>S</mi> <mi>D</mi> </msub> <mo>=</mo> <msub> <mi>S</mi> <mn>0</mn> </msub> <mo>+</mo> <mroot> <mfrac> <mi>&amp;alpha;</mi> <msub> <mi>N</mi> <mi>f</mi> </msub> </mfrac> <mi>&amp;beta;</mi> </mroot> <mo>-</mo> <mo>-</mo> <mo>-</mo> <mrow> <mo>(</mo> <mn>8</mn> <mo>)</mo> </mrow> </mrow>
In formula (8), SDRepresent fatigue life corresponding equivalent load, S0It is expressed as the loading coefficient of constant, NfRepresent the tired longevity Life, α, β are constant coefficient.
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