vumat problem
Hi dear all
why no one answer my questions about vumat?
my problem is about print command!
when I use this command in my subroutine, results such as stress change!
it's strange!can anybody help me?
thanks
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Want guidance/help for Shell Modelling
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I am trying to do SHELL modeling of a problem to get Bending moment, Shear force, Axial Force etc.
Problem can be simply explained as below:
Model is just a like a room (block) with 4 surrounding wall, a roof and ground (Base).
Height (H) of (any) pair of opposite walls are not same, i.e say H front = 5m and H rear = 3m.
(Base) ground is straight whereas roof is inclined from front wall towards rear wall.
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Hello,
I understand from word of mouth, as well as an extensive study/Master'sThesis (http://publications.lib.chalmers.se/records/fulltext/164269.pdf), that Abaqus XFEM formulation works, but that processing of results to obtain reported SIF (KI, KII, KIII, not sure about J, others) are in error due to apparent bugs in Abaqus's algorithm to calculate the SIFs.