How to include buckling analysis
How to include buckling analysis
(OP)
hi all,
im a new user of abaqus6.7. here is my practice: a long thin rectangle plate embeded horizonally into a vertical wall on one end, and the other end is under an impluse force distributed uniformly. but after the explicit analysis, i found the plate just shrinks on the compressing direction, there is not any buckling behavior. my intension is to observe the behavior of the unstable buckling under such force conditions. how do i operate in the abaqus software to let the thin plate buckles not just shrink in one direction?
im a new user of abaqus6.7. here is my practice: a long thin rectangle plate embeded horizonally into a vertical wall on one end, and the other end is under an impluse force distributed uniformly. but after the explicit analysis, i found the plate just shrinks on the compressing direction, there is not any buckling behavior. my intension is to observe the behavior of the unstable buckling under such force conditions. how do i operate in the abaqus software to let the thin plate buckles not just shrink in one direction?





RE: How to include buckling analysis
RE: How to include buckling analysis
Patricia Lougheed
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