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Base model results with and without features

Date post: 20-Jan-2015
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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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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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Page 1: Base  model 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: Base  model results with and without features

The displacement result due to application of 1000N load

base model displacement result

METHODS WITH FEATURE WITHOUT FEATURES

RBE-2 3.64E-02 3.56E-02

RBE-3 4.04E-02 3.56E-02

uniform along the length

2.22E+00 2.18E+00

distributive along the length

2.47E-01 2.43E-01

Page 3: Base  model results with and without features

Graph representation of displacement stress

Page 4: Base  model results with and without features

Displacement result using RBE-2 element

With feature Without feature

Page 5: Base  model results with and without features

Displacement result using RBE-3 element

With feature Without feature

Page 6: Base  model 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: Base  model 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: Base  model results with and without features

The vonmises stress result due to application of 1000N load

base model vonmises stress result

METHODS WITH FEATURE WITHOUT FEATURES

RBE-2 1.67E+01 1.59E+01

RBE-3 1.67E+01 1.59E+01

uniform along the length

9.70E+02 9.68E+02

distributive along the length

1.08E+02 1.08E+02

Page 9: Base  model results with and without features

Graph representation of Vonmises stress

Page 10: Base  model results with and without features

Vonmises stress result using RBE-2 element

With feature Without feature

Page 11: Base  model results with and without features

Vonmises stress result using RBE-3 element

With feature Without feature

Page 12: Base  model 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: Base  model results with and without features

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

With feature Without feature

Page 14: Base  model results with and without features

base model displacement & vonmises stress result/different loading methods followed


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