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    • Rahul Ponginan

      Please click here for a short but important announcement   03/26/17

      Dear Users Our Commercial and Academic users around the world can use these same forums here as before i.e. the Altair Support Forum , Commercial users from India with solver queries can go to the Solver Forum for India Commercial Users , Academic Users from India and AOC India Participants are requested to go to the Forum for India Academic Users and AOC India Participants , We will be tending to all queries in all the forums promptly as before, thank you for your understanding. 

[GNA] Post-Buckling of arch plate in Optistruct

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Another question: While using "Nonlinear transient" I want to load 0.25*25 for 0,1 sec and after that linear progression to 1*25 MPa at 1 sec. Therefore I created a TABLED1 with 3 entries:

0.0 -- 0.25; 0.1 --0.25; 1 -- 1. This table I am using for a TLOAD1 table entry and my force with 25 as well. But now my question: will the TSTEP entry in any kind overwrite this? If I have N=100 and DT=0.01 will the solver still use the table entry?

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