Base model results with and without features

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The document compares the results of using different loading methods and finite elements in a structural analysis model. It summarizes the displacement and von Mises stress results for applying a 1000N point load using RBE-2, RBE-3, and distributed loads along the length with both uniform and variable distributions. Graphs are presented comparing the stress and displacement results for models with and without various structural 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)

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

Graph representation of
displacement stress

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 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

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

base model disPlaCement & Vonmises
stress result/different loading methods
followed

The document presents results from various loading methodologies using rbe-2 and rbe-3 elements, and the pcl function for applying both uniform and distributive loads with a nominal point load of 1000N. Displacement and vonmises stress results are provided for different configurations, detailing differences between models with and without features. Graphical representations of the displacement and stress results are also included, highlighting the effects of various loading methods.

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The document analyzes displacement and von Mises stress results based on different loading methodologies using RBE-2 and RBE-3 elements, as well as the PCL function for applying uniform and distributive loads. It compares results with and without specific features across various scenarios, revealing notable differences in displacement and stress outputs. Graphical representations are included to illustrate the results in relation to the chosen methodologies.

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The document summarizes the results of analyzing a model under different loading conditions, with and without various modeling features. The loading conditions tested include applying a point load of 1000N using RBE-2 and RBE-3 elements, and distributing a load uniformly or non-uniformly along the length using PCL functions. Displacement and von Mises stress results are reported for each loading case and modeling feature. Graphs are presented comparing the results between modeling features for each loading condition.

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Base model 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 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

3. Graph representation of displacement stress

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 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

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. base model disPlaCement & Vonmises stress result/different loading methods followed

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Base model results with and without features

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