2nd design change results with and without features

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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 )

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

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Page 1: 2nd design change results with and without features

•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)

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

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

Page 3: 2nd design change results with and without features

Graph representation of displacement result with respect to deferent loading methods

Page 4: 2nd design change results with and without features

Displacement result using RBE-2 element

With feature Without feature

Page 5: 2nd design change results with and without features

Displacement result using RBE-3 element

With feature Without feature

Page 6: 2nd design change results with and without features

Displacement result Use of PCL function to apply distributive load (along the length the load was uniform)

With feature Without feature

Page 7: 2nd design change results with and without features

Displacement result Use of PCL function to apply distributive load (along the length the load was distributive)

With feature Without feature

Page 8: 2nd design change results with and without features

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

Page 9: 2nd design change results with and without features

Graph representation of Vonmises stress

Page 10: 2nd design change results with and without features

Vonmises stress result using RBE-2 element

With feature Without feature

Page 11: 2nd design change results with and without features

Vonmises stress result using RBE-3 element

With feature Without feature

Page 12: 2nd design change results with and without features

Vonmises stress result Use of PCL function to apply distributive load (along the length the load was uniform)

With feature Without feature

Page 13: 2nd design change results with and without features

Vonmises stress result Use of PCL function to apply distributive load (along the length the load was distributive)

With featureWithout feature

Page 14: 2nd design change results with and without features

2nd design change of base model displacement & vonmises stress result/different loading methods followed