Soil-pile interaction-job aborted due to errors in abaqus ?

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Job getting aborted due to errors in abaqus?

While running a dynamic explicit analysis in abaqus, job is getting aborted after a total time of 0.17seconds (after 2 to 3 hours of running). The model includes a soil slope, a pile with 0.25m...

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What is the procedure to determine the permeability of concrete?

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Joint behaviour in Abaqus is not captured well?

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Which one is easier and better at modeling slender masonry structures? ANSYS or ABAQUS?

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Concrete compressive strength databases?

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M J Mahesh

Hi,

I would suggest u to do a linear analysis first and check the order of displacements and then perform the non-linear analysis.

Also check the deformed mesh and the displacements just before the last step.

Aswathy Padmanabhan

Thanks for your reply.

Linear analysis means the use of linear elastic material. Isn't it?

yes, and without any failure criteria