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REVIEWONTHEMULTIAXIALFATIGUECRITERIA (南京航空航天大学航空宇航学院,南京210016)WANGYingyu YAOWeixing(DepartmentofAircraft,NanjingUniversityofAeronauticsandAstronautics,Nanjing210016,China) ,,,、、。,。       O346.2 TG111.8Abstract Somecommonlyusedmultiaxialfatiguecriteriaweresystemicallyreviewed.Accordingtoparameterswhichwereusedtodescribefatiguedamageofmaterial,thecriteriawereclassifiedintothreeviewpoints.Theyarecriteriabasedonstress,criteriabasedonstrain,andcriteriabasedonenergy.Thecriteriaineachviewpointwereclassifiedintotwogroups,dependingontheyweresuitableformultiaxialproportionalloadingormultiaxialnon-proportionalloading.Someproblemswhichexistedinthosestudieswereexamined,andaconciseassessmentwasprovided.Keywords Multiaxialfatigue;Fatiguecriteria;Multiaxialstress;Multiaxialstrain;Criticalplane;EnergyapproachCorrespondingauthor:WANGYingyu,E-mail:yukiiw@sohu.com,Fax:+86-25-4891422TheprojectsupportedbytheNationalDoctoralFoundationofChina(No.20020287022).Manuscriptreceived20020311,inrevisedform20020716.1 ,。,S—Nε—N,,。  ,,,S—Nε—N。,,。,,。,。。,,、。2 ,S—N,。N,SN。SSN,,S≤SN(1)2.1 Gough[1,2],,vonMisesTresca,σaσaf2+τaτaf2≤1(2)σafτaf。σaτa。Gough[1,2],。JournalofMechanicalStrength2003,25(3):246~250,,197712,,。,。20020311,20020716。(20020287022)。,Stulen[3]、Carpinteri[4]、[5]。Marin[6]J2J2,3J2,af-1λ+kJ2,mσfμ≤1(3)J2=12s·s,s,f-1,σf。,Marin[6]k=1,λ=μ=2。,3τaf-12+τmσf2≤1(4),Marin。,,σaf-12+σm3σf2≤1(5),(5)σm,Marin。Sines[7]2050J2,a+kσH,m≤λ(6)kλk=(3t-1f0)-3λ=t-1(7)t-1,f0。,。KakunoKawada[8]J2,a+kσH,a+λσH,m≤μ(8)k=(3t-1f-1)-3λ=(3t-1f0)-3μ=t-1(9)Findley[9]σmax(φc,c)τa(φc,c)τa(φc,c)+kσmax(φc,c)≤λ(10)kλ,φ、,c,。Matake[10]Findley[9],。Matake,。McDiarmid[11,12],,τa(φc,c)+tA,B2σfσmax(φc,c)≤tA,B(11)σf,tAtB。τa,σmax。,DangVanPapadopoulos[13]、Robert[14]、ChenKeer[15]。2.2 Lee[16],Gough,σeq=σa[1+(bK2t)α]1α(12)α=2(1+βsinφ)K=2τaσa(13)τaσa,bt,β,φ。Sines(6)Goodman(σaf-1+σmσf=1),f0=f-1(1+f-1σf)。,(6)J2,a+(3f-1σf)σH,m≤t-1(14)。Sines(6),Crossland[17],J2,a+kσH,max≤λ(15)kλt-1f-1k=(3t-1f-1)-3λ=t-1(16),,。(8)、(10)(11)。3 ,ε—N。N,εN。εN,,ε≤εN(17)3.1 BrownMiller[18]247 253: 。Γ。γmax,εn。γmax+Sεn=C(18)S、C。[19]。[20]Zr-4。LohrEllison[21],BrownMillerγmaxεn。BrownMillerΓ,。,LohrEllison[21]γ*2ε*nΓ*。γ*+kε*n=C(19)γ*45°,ε*n,k、C。LohrEllison[20]λ-ν≤λ≤1,ν,Γ*Γ,-1≤λ≤-ν,。,γ*。Socie[22]LohrEllison[21],,。γ*+kε*n+σnE=C(20)σnγ*。LinNayeb-Hashemi[23],。ShihLee[24]BrownMiller(18)Ai(γmax+Biεn)=f(Nf)(21)AiBi。(18)、(20)(21)。3.2 [25] Δγmax2+εn=(1+LΥ)-1n′γf′(2Nf)c+τf′G(2Nf)b(22)Δγmax,εn,Υ,L,n′。[26,27]Δεcreq,ΔγmaxΔεnΔεcreq2=[ε′2n+13(Δγmax2)2]12(23)εn′。,。Itoh[28],Δεnp=(1+αfn)Δε1(24)α,fn,Δε1。,Borodii[29]Δεnp=(1+αΥ)Δε(25)α,Υ。BorodiiStrizhalo[30],Δεnp=(1+ksinφ)(1+αΥ)Δε(26)k,φ。4 。,,。4.1 Ellyin[31,32]ΔWt=k(ρ)Nar+C(27)aC,ΔWt,  ΔWt=ΔWe+ΔWp(28)  ΔWe=1+νEJ22+1-2ν6EJ21(29)  ΔWp=∑i,j∮cycleσi,jdεi,j(30)J1J2。(27)k(ρ)ρ=2ε2(ε1-ε2),k(ρ)=ε1ρ+ε2(31),。Findley[33],248       2003 。BannantineSocie[34]。Glinka[35],W*=Δγ212Δτ212+Δε222Δσ222(32)Δε22Δγ21,Δσ22Δτ21。Glinka[36],(32) W*=Δγ122Δσ12211-σmax12τf′+11-σmax22σf′(33)σmax12σmax22,—,σf′τf′。4.2 Garud[37]ΔεΔσ+CΔγΔτ=f(Nf)(34)C。GarudC=0.51%Cr-Mo-V。Farahani[38], 1σf′εf′(ΔσnΔεn)+(1+σmnσf′)τf′γf′ΔτmaxΔγmax2=f(Nf)(35)σf′、εf′,τf′γf′、,Δσn、Δεn、,ΔτmaxΔγmax2、。,σmnσmn=12σmaxn+σminn(36)σmaxn、σminn。Chu[39,40]W*=2Δτmax21Δγa21+Δσmax22Δεa22(37),。Liu[41]。Wen-FunPan[42],Glinka(32)  W*=Δγ212Δτ212+k1k2Δε222Δσ222(38)k1、k2。k1=γf′εf′,k2=σf′τf′,σf′,εf′,τf′,γf′。。5 。,,。,,。,。References1 GoughHJ.Crystallinestructureinrelationtofailureofmetals———espe-ciallyfatigue.Proc.ASTM33PartII,1933.3~20.2 GoughHJ,PollardHV.Thestrengthofmetalsundercombinedalternatingstress.Proc.Inst.Mech.Engrs,1935,131:3~18.3 StulenFB.Afailurecriterionformultiaxialstresses.Proc.ASTM,1954,54:822~838.4 CarpinteriA,SpagnoliA.Multiaxialhigh-cyclefatiguecriterionforhardmetals.InternationalJournalofFatigue,2001,23:135~145.5 HuangXZ,GaoZT.Astresscriterionoffatiguestrengthforcombinedbendingandtorsion.JournalofMechanicalStrength,1985,7(4):36~41(InChinese)(,..,1985,7(4):36~41).6 MarinJ.Interpretationoffatiguestrengthforcombinedstresses.In:Proc.Int.Conf.onFatigueofMetals,InstitutionofMechanicalEngineers,Lon-don,1956.184~194.7 SinesG.Behaviourofmetalsundercomplexstresses.In:SinesG,Wais-manJL,eds.,MetalFatigue,NewYork:McGraw-Hill,1959.145~169.8 KakunoH,KawadaY.Anewcriterionoffatiguestrengthofaroundbarsubjectedtocombinedstaticandrepeatedbendingandtorsion.FatigueEn-gngMater.Struct,1979,2:229.9 FindleyWN.Atheoryfortheeffectofmeanstressonfatigueofmetalsun-dercombinedtorsionandaxialloadorbending.J.EngngIndustry,TransASME,1959,81:301~306.10MatakeT.Anexplanationonfatiguelimitundercombinedstress.BullJSME1977,20:257~263.11 McDiarmidDL.Ageneralcriterionforhighcyclemultiaxialfatiguefailure.FatigueFract.Engng.Mater.Struct.,1991,14:429~453.12 McDiarmidDL.Ashearstressbasedcritical-planecriterionofmultiaxialfatiguefailurefordesignandlifeprediction.FatigueFract.EngngMater.Struct,1994,17(2):1475.249 253: 13 DangVanK,PapadopoulosIV.Multiaxialfatiguefailurecriterion:anewapproach.Fatigue'87:Proc.ThirdInt.Conf.onFatigueandFatigueThresholds,EMASWarley,UK,1987.997~1008.14 RobertJL,BahuaudJ,AmzallagC.ComptesRe

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