Hello, when I apply embedded region restriction to my model in abaqus, the model gives the error "Too many attempts made for this increment". When I remove the embedded region restriction, the model works. Where am I making a mistake? I apply the embedded region restriction when I place the iron...
Hello, I am modeling a building in Abaqus. I will apply shotcrete. I have a concrete slab with reinforcement mesh attached to masonry walls. There are anchors connecting these elements. I defined the interaction between the masonry wall and the concrete as a tie, but the model gives an...
Hi,
hi,
How can I plot the displacement-force drift raito ratios in matlab in a way that they relate to each other?can you please help?
I added the image of the graph.
displacement-force and drift raito will be positioned as in the...
Hello,
In my Abaqus model, I defined the iron elements as plastic materials. As a result of the analysis, which components should I choose to draw the tresca (stress-strain)? When I select tresca directly, it takes it as stress-displacement. Or how can I prove whether the iron has reached its...
Hello,
The analysis step of my wall model is defined as dynamic implicit. I'm giving a cyclic load but I haven't figured out how to get the damped energy as output for the entire system. I would be happy if you help.
Thanks.
Hi,
I will do frequency analysis on abaqus, but I have external loads. I define these before the frequency as static general Nonlinear on. I cannot see its effect on the mass. Loads are not included in the mass. How can I include loads in the total mass?
Thank you.
Hello,
I am doing wall analysis on abaquste. I define my stone material as CDP and my iron material as plastic. My model works, but after a while it gives the error "Too many attempts made for this increment". When I define the material as elastic, my model works without any problems. I updated...
Hello,
I am doing cyclic loading analysis on the wall. There are too many contacts in my model. I am doing dynamic implicit - quasi static analysis, but I get the error "Too many attempts made for this increment" or Att always progresses as 1U 2U and the analysis stops. I suggested Step-Other -...
Hello, I am working on solid parts in abaqus. I have a rebar welded inside a large block of concrete. After the loading process, stresses and damages in the iron and concrete blocks are detected. I defined its materials as nonlinear. But should I make an interactive "tie" or "embedded region"...
Hello, I am doing abaqus pushover analysis. The lateral load I apply is in the x direction. When I print out the X direction in the reaction force, it does not equal the load. How can I solve my problem...
