2nd design change results with and without features
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2nd design change results with and without features

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it is a part of presentation having heading:-

it is a part of presentation having heading:-
"WHAT IS THE IMPOTENCE OF FEATURES LIKE FILLETS & CHAMFER "

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2nd design change results with and without features 2nd design change results with and without features Presentation Transcript

  • •Results on the basis of loading methodology •Use of RBE-2 element •Use of RBE-3 element •Use of PCL function to apply distributive load (along the length the load was uniform) •Use of PCL function to apply distributive load (along the length the load was distributive) (the load was point load with 1000n it is a assumption load)
  • the displacement result due to application of 1000n load 2nd design changed model displacement result METHODS WITH FEATURE WITHOUT FEATURES RBE-2 4.55E-02 4.58E-02 RBE-3 4.83E-02 4.86E-02 uniform along the length 2.61E+00 2.60E+00 distributive along the length 2.90E-01 2.89E-01
  • graph representation of displacement result with respect to deferent loading methods
  • displacement result using rBe-2 element with feature without feature
  • Displacement result using rBe-3 element With feature Without feature
  • Displacement result use of pcl function to apply DistriButive loaD (along the length the loaD Was uniform) With feature Without feature
  • Displacement result use of pcl function to apply DistriButive loaD (along the length the loaD Was DistriButive) With feature Without feature
  • the vonmises stress result Due to application of 1000n loaD 2nD Design changeD moDel vonmises stress result METHODS WITH FEATURE WITHOUT FEATURES RBE-2 2.34E+01 2.15E+01 RBE-3 2.34E+01 2.15E+01 uniform along the length 1.25E+03 1.14E+03 distributive along the length 1.39E+02 1.26E+02
  • Graph representation of Vonmises stress
  • Vonmises stress result usinG rBe-2 element With feature Without feature
  • Vonmises stress result usinG rBe-3 element With feature Without feature
  • Vonmises stress result use of pCl funCtion to apply distriButiVe load (alonG the lenGth the load Was uniform) With feature Without feature
  • Vonmises stress result use of PCl funCtion to aPPly distributiVe load (along the length the load was distributiVe) with feature without feature
  • 2nd design Change of base model disPlaCement & Vonmises stress result/different loading methods followed