Hello all:
I am running a cyclic displacement loading on a steel I-beam. I put the loading protocol in the amplitude manager. I have displacements of -.275, .275, -.5, .5 ,-.156, .156 etc (the displacements are all in inches). I run the analysis. when I plot the displacement vs. the time...
Hello all,
I am modeling a one story bay using a buckling restrained brace. this is a brace that as the name implies is restrained from buckling. There is an inner core made of steel. It is encased by concrete and then an outer tube made of steel. there is a debonding agent around the inner...
I have model where a bolt is bounded on both the nut and head by fixed supports. the bolt starts in the middle of a hole in a steel rectagular plate. I have defined the two surfaces (bolt shank and inside of the hole on the plate) with no separation after contact.) I establish initial BC in...
Another easy question. My model is as follows. I have a bolt fixed at both ends (nut and bolt head. the bolt goes through a whole in a plate. The whole is bigger than the bolt shaft. (the bolt and plate are two different parts) When I run the model I get a warning message in the .msg file...
I have a simple question. What does it mean if something is overclosed? Thanks. I wish I didn't need such help but my boss has left me to learn abaqus solo and I don't know much about finite element programs. Still learning the basics.
How do you model the surfaces for bolts. do I create surfaces for the bolt shank and the inside of the plates where the shank makes contact? Do I model the surfaces between the nut and the surface it touches as well as the bolt head and the surface it touches? If so how do I do it? I have...
To all:
I have been very unsuccessful up to this point at modeling a bolt load. The following thread was kind of useful: thread799-87731 but didn't explain everything. Could someone give me a brief step by step of the order in which things should be done (ie what step the bolt load should be...
I am trying to using the bolt load option in the load module. It is a simple model with a bolt and nut connecting two plates. Each plate is being pulled by a concentrate force. When I run the model the program gives me warning messages that there are numerical singularities on three nodes...
I am currently modeling bolted connection in steel beams. I am using ABAQUS 6.4. When I try to write me input file I get the following error message.
"Some normals of the bolt section surface for the following bolt loads do not form an acute angle with the bolt axis."
What does this...
