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local buckling in I section beam

local buckling in I section beam

local buckling in I section beam

(OP)

Hi
i am modelling a 3D I section beam with shell element which is symmetric. Beam is a cantilever beam of span 6m. i am giving displacement at free end.Material used is Seel that is elasto plastic without strain hardening..i want to see the buckling in the flanges even when the section is slender. and i am getting the error as TIME INCREMENT REQUIRED FOR THIS ANALYSIS IS LESS THAN THE MINIMUM SPECIFIED..
Please help me

RE: local buckling in I section beam

what program are you using?

RE: local buckling in I section beam

(OP)
i am using abaqus.

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