货箱强度分析

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1、Xe_y'LoxMax=4.248E-HJMin=1.209E400oxiC.货箱强度分析报告CK8501100J22-1ContourPlotStress(vonMises.AnalysissystemSimpleAverageE3.639E-KJ23.235E-KJ22.830E-H32——2.426E-KJ2W-2.022E-H32*-1617E402p1.213EX)2J-8.087EO1I-4.044E401■-5.079E-03Max=3639E-HJ2Min=5.079E-03(最人应力为363.9Mpa,超过了材料的屈服强度。ContourPlot

2、Stress(vonMisesVAnalysissysteSimpleAverageE4.248E+O23.777E+023.3O7EXJ2——2.836EXJ2■-2365E+02厦一1.895E+02厂1.424E+02卜9.534E+01

3、-4828E-K)1■-1.209E+00货箱地板应力最大为428Mpa,应力集屮在焊接位置，超过材料的屈服强度。ContourPlotStress(vonMises.AnalysissystemSimpleAverage■-3619E-M321-3217E-HJ2■-2815E如2——2413E-KJ24-2011E40

4、21-1609E-KJ2E1207E4028049E-HJ14028E4018028E-02ResutUOXI11AJMax=3.619E-HJ2(TMm=8.028E-02(Ne479914)205085)应力最大位置和上图类似，最大为361.9Mpa,超过材料的最大屈服强度。ContourPlotStress(vonMiseAnalysissysteSimpleAveragew-3.185E-K)2卜2.832E4O2*-2.480E-f02—2.127E-H32W-1.774E-HJ2Q-1.421E-HJ2E1.069E-H327.160E-HJ13.6

5、33E-H31Max=3.185E+0Min=1057E-M31.057E400ContourPlotStress(vonMises.Max)AnalysissystemSimpleAveragew-2120E-KJ21-1885E-H32650E-KJ2—1.414E-HJ2仃9E-KJ2E7.O88E-KJ14736EXJ12.384E4J13154E-01■NoresultMax=2.120EO2(Node:Min=3.154E-01(Node6111/I.Dhuoxiang11SUBCASE1=4)最大应力为212.2Mpa,没有超过了材料的屈服强度

6、。ContourPloto;■NoresultMax=4.210EMin=1.065Eh9.438E4014.772E4J1ZMax=2117EO2(NodeMin=2785E-01(Node64726E-KJ12.377E-HJ12.785E-0111/CIRpsu—Dhuoxiang11CkSUBCASE•844)ContourPlotStress(vonMises.Max)AnalysissystemSimpleAverageE2.117E-KJ21.882E-HJ21.647E-HJ2—1.412E-KJ2——1.177E-KJ2—9.424E-H3

7、1E7O75E-H31最大应力为211.7Mpa,没有超过了材料的屈服强度。ContourPlotStress(vonMises,NAnalysissystemISimpleAverageJ3.154EO2

8、2.804E-H)22.455E-KJ2[2.106E-KJ2I1.757E-H32(1.4O7E-H32I1.O58E-HJ2

9、7.O89E-KJ1j3.597EXHJ1.043E400IMax=3.154E4O2,Min=1.043E400

10、B-2.502E402^-2.189E-K)2—1.877E402H-1.564E4021-1.251E-H32E9

11、.384E-H316.256E4O13.129E-KJ11.133E-02UBCD:/huoxiang.9789)Max=2.815E

12、EOMin