Dismiss Notice
Join Physics Forums Today!
The friendliest, high quality science and math community on the planet! Everyone who loves science is here!

Aerospace Boundary conditions for buckling of column

  1. Sep 4, 2011 #1
    For fixed-fixed BC's, i have to arrest x and y displ. For simply supported case, i have to arrest y displ. Then my doubt is, while applying force at the end of the column, how the displacement will happen for fixed-fixed column.
     
  2. jcsd
  3. Sep 6, 2011 #2
    You want to fix both ends and then apply loads to them?
     
  4. Sep 6, 2011 #3
    yeah...that's my doubt...
     
  5. Sep 6, 2011 #4
    I don't see how you want to call the ends fixed and apply loads to them simulateously. Are you sure that is what is being asked of you?
     
  6. Sep 7, 2011 #5
    I read it as one end being fixed in both x and y, and the other only in y, thus free to move so as to allow buckling, like http://upload.wikimedia.org/wikipedia/commons/5/54/Buckled_column.png" [Broken] Is that the problem you're describing, karthickaero1?
     
    Last edited by a moderator: May 5, 2017
Know someone interested in this topic? Share this thread via Reddit, Google+, Twitter, or Facebook




Similar Discussions: Boundary conditions for buckling of column
  1. Boundary conditions (Replies: 2)

Loading...