![]() ![]() ![]() Hope someone out there might have some answers for me !! Thanks in advance for your attention.\documentclass x 1. (iii) how do the subroutines affect the rigid plates? Should I run the *INITIAL CONDITIONS and *STATIC step before defining the rigid plates and contact? In such case, do I need additional boundary conditions for this step? Hey does anyone have any experience writing user subroutines in Abaqus that open. If I define it as an array with 20 values, does it assume KSPT to be equal to 20? (ii) how exactly does one define the stress value on a section point (KSPT): say, as an example, I want to define the SIGMA(1) component. (i) is it possible to define the HARDINI/SIGINI subroutines and run them on an initial static step, and then using the dynamic/explicit approach afterwards? However, I am aware that these subroutines are not available on ABAQUS/Explicit. I have certain stresses for each integration point however I dont know the way of setting it in SIGINI subroutine. However, I am now trying to define the initial residual stresses on the beam due to cold-forming, and I figured using the SIGINI/HARDINI subroutines would be the way to go, since my residual stresses are not uniform. Hi I need an example of how to set initial stress in shell element model in Abaqus. The formulation includes contact definitions between the beam and two rigid R3D4 plates which represent the load and support bearing plates, thus acting as the boundary condition. I have successfuly performed quasi-static analyses on cold-formed steel beams modelled with shell elements using ABAQUS/Explicit. ![]()
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