Recent content by surotm

Sure, below you can find the inp and for files. ### INP ### *Heading ** Job name: Job-2 Model name: Model-1 ** Generated by: Abaqus/CAE 2020.HF11 *Preprint, echo=NO, model=NO, history=NO, contact=NO ** ** PARTS ** *Part, name=Part-1 *Node 1, 0., 0., 0...

Dear all, I have a problem. I want to create a rather simple script (USDFL) that changes material properties (such as Young's modulus) in the whole part after detecting an alarm, for instance, reaching a certain level of strain in a single FE. The problem is when I use scripts I found online...

thread799-316509 I have the same problem. Did anyone solve it?

I tried my scalling and dumping coefficients.. Do you have any idea?

Hi there, Can anyone explain me the results I got from Explicit? I am investigating cracks propagation in hybrid timber-glass beam. It is a I-shaped section and consists of timber flanges and glass web bonded with an adhesive. Please look at the attached diagram - Force versus vertical...

I would like to ask you for help. I am dealing with a project where I need to carry out analysis of glass roof supported in four points. I am not sure how I ought to model point supports in FEM programme. I want to avoid complex 3D model consisting of volume elements of Ertalon washer and steel...