Posted by: mskl014
Type of Branch Connection for user defined SIFs - 04/17/14 02:08 AM
This is related to 45 deg. branch connection and its SIFs (FEA calculated) which are inputted manually in Caesar-II keeping branch type blank ==> CASE-I
And CASE-II ==> if we define type of branch in caesar-II keeping same SIFs as per above CASE-I then it shows different results i.e. lower bending stresses as compared to above CASE-I.
Now our understanding is like that FEA based SIFs are calculating in ANSYS software by considering actual geometry of 45 deg. branch connection then in that case whether its required to define type of branch connection again in Caesar-II?
And CASE-II ==> if we define type of branch in caesar-II keeping same SIFs as per above CASE-I then it shows different results i.e. lower bending stresses as compared to above CASE-I.
Now our understanding is like that FEA based SIFs are calculating in ANSYS software by considering actual geometry of 45 deg. branch connection then in that case whether its required to define type of branch connection again in Caesar-II?