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ID:40703227
大小:276.78 KB
页数:6页
时间:2019-08-06
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1、EffectiveSpringRateinSwayBars:IamsurethatmanyofyouhaveseentheEquationbelowfromFredPuhn’sbookHowtoMakeYourCarHandle.Thefollowingpagesofdiagramsandequationsaremyattempttoexplainwhythisequationgivesyoutheeffectivespringrateattheendofthearmwheretheendlinkattachestotheswaybar.
2、lbfTheequationfromPuhn’sbookisonlygoodforspringratein,anditassumesingenericpropertiesforsteel.Ifthatisgoodenoughforyou,usehisequation;Itworks.Ifyouwouldliketoknowmoreaboutwhythatequationwillgiveyouagoodnumberfortheeffectivespringrateofaswaybar,keepreading.Figure1:basicswa
3、ybardimensionsSolveforspringrateasForceperdeflection:Wecansolvefortheeffectivespringratebyusingtheindividualspringratesforeachsegmentofthebarandcombiningtheminseries,orwecanaddthedeflectionduetobendingoftheendstothedeflectionattheendsduetotorsioninthebarandsolvefortheeffe
4、ctivespringrate.Combinethedeflectionsforeachsegmentandsolvethespringrate:Thetotaldisplacementis:*Weuse2x’sthedeflectionforbendingbecausetheswaybarhas2segmentsinbending(eacharm)Bysubstitutingcommonvaluesforsteelinpsiandassumingthatthebarissolid(i.e.d=0)wegetthefollowing:Fi
5、nallyifwedivideeachtermby141.37154(equivalenttomultiplyingby1…sorryifthatisobvious)wegettheequationusedinPuhn’sbook.IreallyhavenoideawhyCombinethespringrateofeachsegmentinseriesandcalculatetheeffectivespringrate*Weuse2x’sthedeflectionforbendingbecausetheswaybarhas2segment
6、sinbending(eacharm)Bysubstitutingcommonvaluesforsteelinpsiandassumingthatthebarissolid(i.e.d=0)wegetthefollowing:Finallyifwedivideeachtermby141.37154(equivalenttomultiplyingby1…sorryifthatisobvious)wegettheequationusedinPuhn’sbook.IreallyhavenoideawhyUsingEitherMethodwege
7、tthesameanswer.Thegeneralequationsthathavenotassumedmaterialpropertiescanbeusedforanysystemofconsistentunits.•TypicalvaluesfortheElasticModulusofsteel(E)canrangesteelfrom27,000,000–30,000,000psi(190-210MPa)•TypicalvaluesfortheShearModulusofsteel(G)canrangesteelfrom10,400,
8、000-12,000,000psi(75000-80000MPa)Obviouslyusingdifferentnumberwillchangethecalculatedvaluessligh
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