CONVERGENCE PROBLEM
Hi,
I am trying to solve a single arched masonry bridge using an acceleration record. For masonry elements, I used CTP215 finite elements. In the model, there are three structural elements, ARC, SPANDREL WALLS, and FILLER material. I modeled all of them bonded to each other. In order to make the solution easy, I assigned the same material properties to all structure portions. Although I use an acceleration record of 3 s under transient analysis I could not get convergence.
Any help on how to overcome such a convergence problem is appreciated.
Many thanks in advance.
Comments
I noticed that the convergence problem occurs as soon as the amplitude of the acceleration jumps to a larger value.
Hi @ssozen_72 ,
Did you try adding more substeps or a larger number of iterations?
Regards,
Ashish Khemka
Hello Ashish,
Thank you for your kind interest. I've tried so many things. As far as I remember I tried it.
Best regards.
Şahin SÖZEN