load-deflection

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load-deflection

mahmoodseraji
Dear friends

I created a simple beam in Abaqus under the distributed load with simply support condition. the analysis goes well until the ultimate load of the beam, which seems to be OK. The load is expected to reduce after that point but it goes up after some horizontal movement. i have used the Static,General procedure. would you please help me?

 
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Mahmood Seraji
H/P: +60-17-319-5820

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Re: load-deflection

parvathy anand menon
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how did you get the ultimate load?
what kind of analysis have you done?
linear or non linear?