Sirs,
I have modeled a pile with 3D elements in Abaqus . It is possible to obtain from the output file (.dat) the stresses on the elements points (averaged or not). Is there anyone able to suggest me a command able to give me the resultant moment of the S33 stress abuot the axis passing through the centroid of the cross section?
Thank you
Alessandro
Hi,
Im a real beginner at Abaqus, and trying to model a hollow structure floating in water. I've managed to model the structure, but I do not know where to start with regards to modelling water. I also need to apply a gravity load to the structure, but am having difficulty doing so.
Is anyone able to help.
Many Thanks
Hi,
I am pursuing my master's in Mech. Engg. and working on Abaqus for FEA of components. In one of the analysis,
I am required to apply cyclic loading on the component to determine the Stresses at the edges. Its a compression
cyclic loading with kinematic hardening taken into account. From the documentation for ABAQUS 6.9.1, I found that
in order to apply kinematic hardening in metals, one must take it as Combined (Isotropic + Kinematic) Hardening.
The two concerns I have about this analysis are:
What is quasi static loading?
what is different between quasi static load, static load and dyanamic load ?
what is stress distribution for above loading?
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