1st 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)

The displacement result due to application of 1000N load

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

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

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

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 featureWithout feature

1st design change of base model displacement & vonmises stress result/different loading methods followed