Hi T.E. Dada. I have same problem- The plasticity/creep/connector friction algorithm did not converge at x point. How do you solve that? I also modelled a concrete damaged plasticity model.
Hello guys. I am modelling a concrete damaged plasticity model.Do you know how to get crack load and maximum load as shown in the picture?
Your opinions are greatly appreciated.
https://files.engineering.com/getfile.aspx?folder=b2468326-d37b-4c0d-b1fb-9014549493bb&file=IMG-20200223-WA0006.jpg...
Hello, guys. I modelled a pile foundation in layers of soil, mostly clay. I put load in middle, top position of pile. i put load such as 700 kN, 1400 kN but displacement produced from the result is same. Is it my modelling has error? Or my pile very stable and no influence towards the...
Guys, will ABAQUS detect what unit i use? I have used unit in SI(mm) and i ensured my data have units as in SI(mm) and are consistent. Or i need to define unit in ABAQUS?
Hi guys. i am modellng a steel-wood-steel connection . It says displacement increment for contact is too big. What is the possible causes for error? What are the solutions? Thank you...
Hi guys. In my model, both of the steel plate are pulled by force and i want to record overall displacement of the part" wood". i set a reference point above "wood" but it has strange result. Do u have any idea how to get total displacement from correct location...
I created models. Wood: 1200*200*200 steel:600*200*10 bolts: 300 long with diameter 20. I set anisotropic properties for wood and include modulus of elasticity, poisson ration and shear modulus. i want to study the changes in displacement when steel plate is pulled out by force.
I set...
