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Enabling to use different Young modulus of concrete for different load cases

Enabling to use different Young modulus of concrete for different load cases

The idea registered to probe the users' opinion on the usability of such feature:

 

The possibility to assign different Young modulus of concrete for different load cases to be used during analysis

Some examples:

  • Instantaneous (live load)
  • Long term (self weight)
  • Medium (n=15)
  • Medium seismic = instantaneous/2 (Seismic EC8)

 

1 Comment
t.sautierr
Advisor

this would be great and to go further : for seismic make a "semi non linear analysis" allowing your idea + reduced inertia for cracked section based on a first run of calcs and impleted for the second run. Something between linear and pushover method. 

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