碟簧设计计算

材料60Si2MnA弹性模量E206000N/mm2t'/tD/th0/t0.94A180.40.94B280.750.94C401.30.96Ddh0x(x≤1)f=xh0（变形量）1368240.52有支撑面1无支撑面计算系数K10.5979729070.597972907K21.1391693351.139169335K31.2435871951.243587195K41.0349547641C14.530609198C26.000200001碟簧负荷f=0.75h0F27559.3664525379.79965组合碟簧：n个碟簧纯叠合组合碟簧数量碟簧负荷Fz250759.59929n个碟簧i组组合i组叠合碟簧n片叠合452活塞大径D活塞小径d面积1MPa的力N---t1403814252.461.454332653比值系列μ（泊松比）E（弹性模量）CH0t0.32060001.65853658595变形量fz弹簧高度Hz214碟簧负荷Fz变形量fz弹簧高度Hz50759.5992990630材料弹性模量E=206000N/mm2泊松比μ=0.3备注系列t'/tA0.94B0.94C0.96