Aug 13, 2007 #1 frd03 Structural Joined Feb 11, 2007 Messages 22 Location BR Hello all, Could be possible to simulate with Abaqus a local buckling on a thin pipe, for example: a straight pipe supported in the middle of span or to get the maximum moment to avoid the local buckling on curved pipe ? Thanks
Hello all, Could be possible to simulate with Abaqus a local buckling on a thin pipe, for example: a straight pipe supported in the middle of span or to get the maximum moment to avoid the local buckling on curved pipe ? Thanks
Aug 14, 2007 #3 Yoman228 Marine/Ocean Joined Mar 5, 2007 Messages 176 Is it pre-buckling or post buckling behaviour you looking for? Upvote 0 Downvote
Aug 14, 2007 Thread starter #4 frd03 Structural Joined Feb 11, 2007 Messages 22 Location BR Hello, Iniatially would be pre-buckling analyse. Thanks Upvote 0 Downvote
Aug 15, 2007 #5 Yoman228 Marine/Ocean Joined Mar 5, 2007 Messages 176 Then the analysis likely to stop where it start to buckle. Tou may want to use a small ammout of stabliization to ensure you have reach the limit. Upvote 0 Downvote
Then the analysis likely to stop where it start to buckle. Tou may want to use a small ammout of stabliization to ensure you have reach the limit.