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.
1 of 14
More Related Content
2nd 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
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
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
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