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3rd 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
3rd design change of Base- 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
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
3rD Design change of Base- 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