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?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

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2nd design change results with and without features

  • 1. ?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)
  • 2. 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
  • 3. graph representation of displacement result with respect to deferent loading methods
  • 4. displacement result using rBe-2 element with feature without feature
  • 5. Displacement result using rBe-3 element With feature Without feature
  • 6. Displacement result use of pcl function to apply DistriButive loaD (along the length the loaD Was uniform) With feature Without feature
  • 7. Displacement result use of pcl function to apply DistriButive loaD (along the length the loaD Was DistriButive) With feature Without feature
  • 8. 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
  • 9. Graph representation of Vonmises stress
  • 10. Vonmises stress result usinG rBe-2 element With feature Without feature
  • 11. Vonmises stress result usinG rBe-3 element With feature Without feature
  • 12. Vonmises stress result use of pCl funCtion to apply distriButiVe load (alonG the lenGth the load Was uniform) With feature Without feature
  • 13. Vonmises stress result use of PCl funCtion to aPPly distributiVe load (along the length the load was distributiVe) with feature without feature
  • 14. 2nd design Change of base model disPlaCement & Vonmises stress result/different loading methods followed