Algorithm for Contact Pressure (CPRESS) in ABAQUS
Does anybody know the underlying algorithm for the contact pressure in ABAQUS. Is the contact pressure calculated from the stresses?
Many thanks in advance!
Does anybody know the underlying algorithm for the contact pressure in ABAQUS. Is the contact pressure calculated from the stresses?
Many thanks in advance!
Hi,
Model:
I am modeling a simple pull out test, 30 inch diameter by 20 in tall concrete cyclinder, with a 25 inch steel rebar embedded 5 inch into the concrete cylinder. The goal is to see what is the stresses of the embeded region for both the concrete and steel rebar. Ultimately, I would try to incorporate the damage concrete plastic model, but that is after I figure this out.
Constraints:
I am modelling RCC with a VUMAT. The subroutine is ok with 3D solid, shell or 2D plane stress, but when I use 3D shell and include Rebar it doesn't run.
I can run it with reinforcement in Solid or plane stress element.
Can any one guide me where I am making the mistake.
Does any one have the tutorial for Modelling of Shape Memory Alloy composite in Abaqus/MSC marc
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Can a torque induce longitudinal motion of an elastic rod?
See the explanation and an example of use of the 'torsional gun' at http://www.ing.unitn.it/~bigoni/torsional_locomotion.html
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Glaucio Paulino, University of Illinois at Urbana Champaign, USA
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