Thank you for the video. Its very informative.!! You have taken the reaction force for the hysteresis plot at the set defined at top left column( where you assigned U1 displacement), rather than on the fixed boundary conditions at the column base. Why is it so? Isn't the reaction force determined from the fixed boundary conditions??
It's Newton's third low. but you also can get that reaction force from the bottom node which is equal to the sum of the bottom nodes. just do a quick test for your concern.
Tq sir , very informative I am putting curved dampers at the beam and column connection, can u tell me how to connect curved dampers to column or beam with pin connection.
Sir i need to ask you how to conduct and get the cyclic data as time and displacements according to ATC-24, because in my case i need to simulate a test and the maximum displacement applied in that test is 146 mm, and the number of cycles used are 24, i just need these data in order to continue my simulation. Thanks in advance sir.
Sir it is Nice and informative,but I have a question that at 0:40 you said we have accepted 3 mnt. As cyclic time and based on it you have created cyclic data, so can you explain about taking 3 mnts and what is importance of this time?
I tried for cyclic loading of rc frame in abaqus. The hysteresis plot appears to be much higher values than experimental work. I have used kinematic hardening for rebars/steel and compression, tension recovery 1,0 for concrete. Can you suggest any probable cause for this?
Sir I'm doing CFST column steel beam joint connected with bolted connection subjected to cyclic loading at beam end After running I'm not getting strength degradation portion in the result In property module, I have given elastic and plastic property with combined hardening Still I'm not getting strain softening region Please help.
There are two options; one may be your joint didn't reach the yield strength, therefore increase the amplitude of the load; two, you can use another material, such as Janson-cook damage or shear failure.
@@KSSE_Engineer I want a copy of the cyclic load excel file please and I want to ask how to conduct cyclic load profile data from any cyclic load picture of the profile without the cyclic values which is not always being defined in any experimental paper
