ansys-諧響應分析(彈簧)
諧響應分析(彈簧)
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關于材料
材料屬性?
單元類型??????? Element type→add? Combination 40 (彈簧)? ?????Options:UY (定義主自由度,Y方向)
彈簧剛度系數(shù)??? Real Constants→add 1:K1=16 Mass=2?? 2:K1=6 Mass=2
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幾何建模??????
有限元模型(直接建立節(jié)點)?? Modeling→Create→Nodes→In Active CS? ?1: 0 0 0?? 3: 0 2 0
在節(jié)點1、3之間建立節(jié)點2???? Modeling→Create→Nodes→Fill between Nds?
坐標軸左上角???????????????? PlotCtrls(繪圖控制)→windows controls→window options
選擇12線的彈簧?? Modeling→Create→Elements→Elem Attributes? [RESL]=1
連接12線???????? Modeling→Create→Elements→Auto Numbered→Thru Nodes? 1+2(彈簧系數(shù)是16)
選擇23線的彈簧?? Modeling→Create→Elements→Elem Attributes? [RESL]=2
連接23線???????? Modeling→Create→Elements→Auto Numbered→Thru Nodes? 2+3(彈簧系數(shù)是6)
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模態(tài)分析
選擇模態(tài) ?Solution→Analysis Type→New Analysis?? Modal
模態(tài)參數(shù) ?Solution→Analysis Type→Analysis Options Reduced? No.of modes to extract=2 OK ?No.of modes to print=2
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施加力?
節(jié)點12點在Y軸上運動 ?Solution→Master DOFs→User Selected→Defined? 1 UY? Apply? 2 UY
節(jié)點3固定 ????????????Solution→Define loads→Apply→Structural→Displacement(移位)→On Nodes?? 3? ALL DOF
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求解??? ???Solution→Solve→Current LS
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模態(tài)完成?? Finish
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模態(tài)分析
Solution→Analysis Type→New Analysis? Harmonic
Solution→Analysis Type→Analysis Options Mode Superpos’n? Amplitud+phase(模態(tài)疊加)? Maximum mode number=2
Solution→Load Step Opts→Output Ctrls→Solu Printout?? Every substep
Solution→Load Step Opts→Time/Frequenc→Freq and Substps? [HARFRQ=0.1+1]? [NSUBST=50] ?Stepped
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施加力
節(jié)點1施加Y軸力50? Solution→Define loads→Apply→Structural→Force/Moment→On Nodes? 1? FY?? VALUE=-50
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求解??? ???Solution→Solve→Current LS
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圖顯示
選擇節(jié)點? TimeHist Postpro→Define Variables? Nodal DOF result?? 1?? name+DOF solution:UY
顯示圖形? TimeHist Postpro→Graph Variables ?NVAR1=2