Hi all,
I have assigned all nodes of a discrete rigid body to a single node at reference point, say RP1. My question is that can I just pick this point, RP1, to introduce the restraint as boundary conditions rather than the actual nodes at the discrete rigid body itself? In another word, all...
Hi everyone,
Iam wondering on how to apply shear stress on the desired nodes of a part's surface. The direction of this stress is parallel to the part's surface.
Any response is very much appreciated.
Thank you.
Iam having a problem and confused about viewing the output result. Please let me know on how to plot a graph of loading versus displacement at a desired node, once the analysis has successfully done.
Thanks for any feedback.
Hi all,
I have a problem on how to set the boundary conditions in Abaqus by restraining the shear stresses, i.e. how to set ?xy and ?yz = 0. Please let me know on how to solve this problem.
Many thanks for any feedback.
Hi everyone, Iam just wondering how to set Abaqus so that concrete slab or beam will failed in crushing etc rather than the behaviour goes on and on endlessly.
Thanks for any feedback.
Hi, Iam just wondering that the value of tensile stress, ft, of concrete, required for tensile behaviour input shall be around 5% to 12% of its compressive strength (fc). However, the result from the analysis showed that the value of tensile stress gives far too low to about 0.11% of its fc in...
Dear Abaqus users,
After browsing through the manual over and over again, I still could not figure out how to display undeformed and deformed model shape on a single picture. Please let me know on how to solve this matter.
Thanks in advance for any adivce.
Hi, I have analysed a concrete slab with Concrete Damaged Plasticity using ABAQUS CAE. However the results have shown the plastic behaviour and it goes on and on without failure. My query is that how can i know the maximum loading and deflection when the concrete has failed. Perhaps, is that due...
Hi, I have analysed a concrete slab with Concrete Damaged Plasticity. However the results have shown the plastic behaviour and it goes on and on without failure. My query is that how can i know the maximum loading and deflection when the concrete has failed. Perhaps, is that due to CDP is not a...
Dear Abaqus users,
Iam modeling and analysing a simply supported RC Slab with Concrete Damaged Plasticity on Abaqus CAE. Concrete slab is modelled with C3D20 solid elements and steel bars are modelled on Truss element T3D2 which are embedded into concrete. My results show very high force vs...
Dear Abaqus users,
Iam modeling and analysing a simply supported RC Slab with Concrete Damaged Plasticity on Abaqus CAE. Concrete slab is modelled with C3D20 solid elements and steel bars are modelled on Truss element T3D2 which are embedded into concrete. My results show very high force vs...
Dear Abaqus users,
Iam modeling and analysing a simply supported RC Slab with Concrete Damaged Plasticity on Abaqus CAE. Concrete slab is modelled with C3D20 solid elements and steel bars are modelled on Truss element T3D2 which are embedded into concrete. My results show very high force vs...
